gyan vihar school of engineering and ... ce 207 computer applications in civil engineering 3 3 3 30...

GYAN VIHAR SCHOOL OF ENGINEERING AND TECHNOLOGY DEPARTMENT OF CIVILENGINEERING

TEACHING AND EXAMINATION SCHEME AND

DETAILED SYLLABUS FOR B.TECH CIVIL ENGG.

EFFECTRIVE FROM ACADEMIC SESSION 2012-13

GYAN VIHAR SCHOOL OF ENGINEERING AND TECHNOLOGY

Cluster C HIGH LIGHTS OF THE SYLLABI A. COURSE NUMBER CODING SCHEME Coding for all the papers has been done so as to make syllabi more systematic and easy to locate. 1. A course is identified by a course code designated by a string of five alphanumeric characters and a course title. 2. In a course code, first two letters of the string indicate the Department/School offering the course and the later three numerals designate a particular course number. The letters symbolizing various Academic Department offering a course are: DE Discipline and Extracurricular Activities CY Chemistry EN Engilish HS Humanities and Social Sciences MA Mathematics PY Physics CA Computer Application CE Civil Engineering CP Computer Engineering EC Electronics & Communication Engineering EE Electrical Engineering IT Information Technology ME Mechanical Engineering BM Business Management HM Hotel Management PH Pharmacy SC Sciences 3. Course number a. First Numerical digit denotes the level of the course that corresponds to the Year of Study. b. Next two Numerical digits denote the number of the course, which will usually be odd for courses offered in the Odd Semester and even for courses offered in the Even Semester. c. Lower levels corresponds the UG courses, while higher level the PG courses. Suggested levels will be as follows All UG Programmes All PG programmes PG Diploma Level 1 to 4 Level 5 to 7 Level 8, 9 EXAMPLES: UG Programmes

PG programmes

For e.g. CE 201 CE Civil Engineering 2 denoted second Year 01 represent Course

For e.g. CE 503 CE Civil Engineering 5 denoted First Year of Pg Programme 03 represent Course

B. CREDIT SYSTEM Each academic year consists of two semesters and a summer term. The education system is organized around a credit system, which ensures continuous evaluation of the student's performance and provides at an optimum pace suited to one's ability or of credits depending upon the class contact hours. A minimum number of credits are to be completed in order to qualify for the award of degree. A minimum level of performance is necessary for satisfactory progress. SGVU has revised its curriculum with effect from the academic session 2009-2010. The revised curriculum emphasizes on self-learning, project activity and laboratory work. It leaves sufficient time for the student to take part in other activities like sport and recreation as well as to think and to be creative and innovative. The prominent features of the credit system are : the process of continuous evaluation of a student's performance, the absence of pass or fail on annual basis and the flexibility to allow a student to progress at a pace suited to his/her individual ability and convenience subject to the regulation of the credit requirements. Each course, except for a few special courses, has a certain number of credits assigned to it depending on its lecture, tutorial and laboratory work contact hours in a week. Each course is coordinated by a member of the faculty called the course coordinator. He/she has the full responsibility for coordinating the course, faculty involved in the course, holding tests and awarding grades. In case of any difficulty, students are expected to approach the course coordinator for advice and clarification.

A letter grade with a specified number of grade points is awarded in each course for which a student is registered. A student's performance is measured by the number of credits that he/she has earned and by the weighted grade point average maintained by him/her. A minimum number of credits and a minimum grade point average are necessary in order to qualify for the degree. Each semester is allotted a minimum number of credits to be completed. For the first year students it is 21 credits for the first semester and 23 for the second. There is a minimum number of credits to be completed so as to get entry in the next semester. CGPA stands for Cumulative Grade Point Average. If you have 8 semesters, your total CGPA will be sum of SGPA’s of all semesters divided by 8. For students under the 4-point credit system, the procedure is CGPA*18+20=Equivalent percentage Eg: If CGPA is 3.00, then the equivalent percentage = 3.00*18+30=74% C. COURSE OUTLOOK: The course of B.Tech. in Civil Engg. is of 4 years. These 4 years are divided in 8 semesters, each of 6 months. After every semester an examination is conducted so that the teachers as well as students get to know their strengths and weakness and work on their weak points to have an overall development. ELIGIBILITY Eligibility for Admission 10+2 with 70 % and AIEEE/RPET scoreCredit system based syllabi SIGNIFICANCE AND CARRER OPTIONS OF B.TECH. and M.TECH . CE Civil Engineering is one of the fastest growing branches of studies which are being carried out all over India. It is one of the oldest branch of Engineering and in demand in the Infrastructure Sector of engineering. B.Tech in Civil Engineering includes study of various aspects of Civil Engineering to meet the requirements of the various industries. The course contains study of the basic Civil Engineering with emphasis on Design and Construction and its application, as well as the detailed study of the various aspects of its working. Today Computers have not only assumed strategic importance in the corporate world, they are also being effectively used in almost every field of human endeavor, ranging from space exploration to food processing and banking to communication etc. and Civil Engineering Design have made an advancement in the form of sophisticated Computer software for particular applications. B.Tech (Civil Engg.), a study of the total environment of man, offers a foundation which permits the students to adapt new technologies and ideas. This branch of engineering has many sub-fields for e.g. Highways, Environment, Transportation, Structures, Geotechnical, Water Resources, Construction Management. and much more. After doing B.Tech (Civil Engineering.) from the SGVU, an individual can find a good job in the renowned Infrastructure filed. He can work in various areas such as:- Career Options in B.Tech (Civil Engineering) and M.Tech (Construction Engineering & Management) MoRTH NHAI CRRI DRDO ISRO IEL BSNL Consulting and Design firms Public Works Department Petroleum Companies Project Developers Railway Heavy Structures such as Dams and Pipelines Telecommunication


DEPARTMENT OF CIVILENGINEERING Teaching and Examination Scheme for B.Tech Civil Engg.

EFFECTRIVE FROM ACADEMIC SESSION 2012-13 Year II Semester – III

S.No. Course Code

Course Name Credits Contact Hrs/ Wk. Exam. (Hours)

Weightage(%) L T p

CE ESE A. Theory

1 CE 201 Strength of Materials and Mechanics of Structures – I 4 3 1 3 30 70 2 CE 203 Building Material & Construction 3 3 3 30 70 3 CE 205 Engineering Geology 3 3 3 30 70 4 CE 207 Computer Applications in Civil Engineering 3 3 3 30 70 5 CE 209 Fluid Mechanics 4 3 1 3 30 70 6 MA 209 Engineering Mathematics 3 3 3 30 70 B. Practicals And Sessionals

7 CE 251 Engineering Mechanics & Experimental Techniques lab.

1 2 3 60 40

8 CE 253 Civil Engineering Material & Geology Lab 1 2 3 60 40 9 CE 255 Computer Programming Lab. 1 2 3 60 40 10 CE 257 Building Planning & Design – I 1 2 3 60 40 11 CE 259 Fluid Mechanics lab 1 2 3 60 40

C. Discipline & extra curricular activities 12 DE 201 Discipline & extra curricular activities 2 100

Total 27 18 2 10 Grand total 30

Year II Semester – IV

S. No.

Course Code


Weightage(%)

CE ESE L T p

A: Theory Papers 1 CE 202 Strength of Materials and Mechanics of Structures –

II 4 3 1 3 30 70

2 CE 204 Concrete & Construction Technology 3 3 3 30 70 3 CE 206 Hydraulics & Hydraulic Machines 3 3 3 30 70 4 CE 208 Surveying – I 3 3 3 30 70 5 CE 210 Building Technology 3 3 3 30 70 6 Elective – I 3 3 3 30 70

6.1 CE 212 Rock Mechanics 6.2 CE 214 Optimization Techniques 6.3 CE 216 Advanced Mathematics

B. Practicals And Sessionals 1 CE 252 Material Testing Lab. 1 2 3 60 40 2 CE 254 Concrete Lab 1 2 3 60 40 3 CE 256 Hydraulic Lab. 1 2 3 60 40 4 CE 258 Surveying Lab. – I 1 2 3 60 40 5 CE 260 Building Planning & Design – II 1 2 3 60 40 C. Discipline & extra curricular activities

6 DE 202 Discipline & extra curricular activities 2 100 Total 26 18 1 10 Grand total 29




Year III Semester – V

S.No.

Course Code


Weightage(%)

CE ESE L T P

A: Theory Papers 1 CE 301 Theory of Structures – I 4 3 1 3 30 70 2 CE 303 Concrete Structures-I 3 3 3 30 70 3 CE 305 Steel Structures-I 3 3 3 30 70 4 CE 307 Surveying – II 3 3 3 30 70 5 CE 309 Quantity Surveying & Valuation 3 3 3 30 70 6 Elective II 3 3 3 30 70

6.1 CE 311 Modern concrete technology and practice 6.2 CE 313 Construction Equipments and Material Management 6.3 CE 315 Solid Waste Management

B. Practicals And Sessionals 7 CE 351 Design of Steel Structures I 1 2 3 60 40 8 CE 353 Structural Engineering Lab 1 2 3 60 40 9 CE 354 Surveying Lab. – II 1 2 3 60 40 10 CE 356 Engineering Economics & Management 1 2 3 60 40

C. Discipline & extra curricular activities 11 DE 301 Discipline & extra curricular activities 2 100

Total 25 18 1 8 Grand total 27

Year III Semester – VI

S. No.

Course Code


Weightage(%) CE CE

L T P A: Theory Papers

1 CE 302 Theory of Structures – II 4 3 1 3 30 70 2 CE 304 Concrete Structures-II 3 3 - 3 30 70 3 CE 306 Steel Structures-II 3 3 - 3 30 70 4 CE 308 Environmental Engineering– I 3 3 - 3 30 70 5 CE 310 Transportation Engineering-I 3 3 - 3 30 70 Elective – III 3 3 - 3 30 70

6.1 CE 312 Repair And Rehabilitation of Structures 6.2 CE 314 Remote Sensing and GIS 6.3 CE 316 Design of Pre-stressed Concrete Structures

B. Practicals And Sessionals 7 CE 352 Matrix Methods of Structural Analysis 1 2 3 60 40 8 CE 354 Design of Concrete Structures II 1 2 3 60 40 9 CE 356 Design of Steel Structures II 1 2 3 60 40 10 CE 358 Environmental Engg. Design & Lab. I 1 2 3 60 40 11 CE 360 Road Materials Testing Lab. 1 2 3 60 40 C. Discipline & extra curricular activities

12 DE 302 Discipline & Extra Curricular Activities 2 100 Total 26 18 1 10 Grand total 29



EFFECTRIVE FROM ACADEMIC SESSION 2014-15 Year IV Semester – VII

S.No. Course Code


Weightage(%) CE ESE


1 CE 401 Geotechnical Engineering – I 3 3 3 30 70 2 CE 403 Water Resources Engineering –I 3 3 - 3 30 70 3 CE 405 Environmental Engineering– II 3 3 - 3 30 70 4 CE 407 Building Design 3 3 - 3 30 70

5 CE 409 Transportation Engineering – II 4 3 1 3 30 70

6 Elective – IV 3 3 - 3 30 70 6.1 CE 411 Earthquake Resistant Design & Construction 6.2 CE 413 Ground Improvement Techniques 6.3 CE 415 Rural Water Supply & Sanitation

B. Practicals And Sessionals 7 CE 451 Geotechnical Engg. Design & Lab.-I 1 2 3 60 40 8 CE 453 Water Resources Engineering Design-I 1 2 3 60 40 9 CE 555 Environmental Engg. Design & Lab. II 1 2 3 60 40 10 CE 456 Practical Training and Industrial Visit 1 2 3 60 40 11 CE 458 Project-Part I 1 2 3 60 40 12 DE 302 Discipline & Extra Curricular Activities 2 Total 26 18 1 10 Grand total 29

Year IV Semester – VIII

S.No. Course Code


Weightage(%) CE ESE


1 CE 402 Geotechnical Engineering–II 3 3 3 30 70 2 CE 404 Water Resources Engineering-II 3 3 - 3 30 70 3 CE 406 Project Planning & Construction

Management 3

3 - 3 30 70

4 Elective – V 3 3 - 3 30 70 4.1 CE 408 Bridge Engineering 4.2 CE 410 Advance Foundation Engineering 4.3 CE 412 Advanced Transportation Engg.

B. Practicals And Sessionals 5 CE 452 Geotechnical Engg. Design & Lab.-II 1 2 3 60 40 6 CE 454 Water Resources Engineering Design-II 1 2 3 60 40 7 CE 456 Professional Practice and Estimating 1 2 3 60 40 8 CE 458 Design of Foundations 1 2 3 60 40 9 CE 460 Computer Aided Building Design 1 2 3 60 40 10 CE 462 Seminar 1 2 3 60 40 11 CE 464 Project-Part II 1 2 3 60 40 12 DE 302 Discipline & Extra Curricular Activities 2 Total 21 12 0 14 Grand total 26


DEPARTMENT OF CIVILENGINEERING Teaching and Examination Scheme for Dual Degree (B.Tech Civil Engg. + M Tech Construction Engineering & Management)

EFFECTRIVE FROM ACADEMIC SESSION 2014-15 Year IV Semester – VII

S.No. Course Code


Weightage(%) CE ESE


1 CE 401 Geotechnical Engineering – I 3 3 3 30 70 2 CE 403 Water Resources Engineering –I 3 3 - 3 30 70 3 CE 405 Environmental Engineering– II 3 3 - 3 30 70 4 CE 407 Building Design 3 3 - 3 30 70

5 CE 409 Transportation Engineering – II 4 3 1 3 30 70 6 Elective – IV 3 3 - 3 30 70

6.1 CE 411 Earthquake Resistant Design & Construction 6.2 CE 413 Ground Improvement Techniques 6.3 CE 415 Rural Water Supply & Sanitation 7 CE 513 Construction Equipment 4 3 1 3 30 70 B. Practicals And Sessionals

8 CE 451 Geotechnical Engg. Design & Lab.-I 1 2 3 60 40 9 CE 453 Water Resources Engineering Design-I 1 2 3 60 40 10 CE 555 Environmental Engg. Design & Lab. II 1 2 3 60 40 11 CE 456 Practical Training and Industrial Visit 1 2 3 60 40 12 CE 458 Project-Part I 1 2 3 60 40 13 DE 302 Discipline & Extra Curricular Activities 2 Total 30 21 2 10 Grand total 33

Year IV Semester – VIII A

S.No. Course Code


Weightage(%) CE ESE


1 CE 402 Geotechnical Engineering–II 3 3 3 30 70 2 CE 404 Water Resources Engineering-II 3 3 - 3 30 70 3 CE 406 Project Planning & Construction

Management 3

3 - 3 30 70

4 Elective – V 3 3 - 3 30 70 4.1 CE 408 Bridge Engineering 4.2 CE 410 Advance Foundation Engineering 4.3 CE 412 Advanced Transportation Engg. 5 CE 502 Project Formulation and Appraisal 4 3 1 3 30 70 B. Practicals And Sessionals

6 CE 452 Geotechnical Engg. Design & Lab.-II 1 2 3 60 40 7 CE 454 Water Resources Engineering Design-II 1 2 3 60 40 8 CE 456 Professional Practice and Estimating 1 2 2 60 40 9 CE 458 Design of Foundations 1 2 3 60 40 10 CE 460 Computer Aided Building Design 1 2 3 60 40 11 CE 462 Seminar 1 2 2 60 40 12 CE 464 Project-Part II 1 2 3 60 40 13 DE 302 Discipline & Extra Curricular Activities 2 Total 25 15 1 14 Grand total 30


DEPARTMENT OF CIVILENGINEERING Teaching and Examination Scheme for Dual Degree (B.Tech Civil Engg. + M Tech Construction Engineering & Management)


Year IV Semester – VIII B

S.

No.

Course Code


Weightage(%) CE ESE


1 CE 504 Statistical Methods and Queuing Theory 4 3 1 3 30 70 2 CE 506 Modern Construction Materials 4 3 1 3 30 70 3 DE 302 Discipline & Extra Curricular Activities 2 Total 10 6 2 Grand total 8

Year V Semester – IX

S. No.

Course Code


Weightage(%) CE ESE


1 CE 501 Advanced Construction Techniques 3 3 3 30 70 2 CE 503 Contract Laws and Regulations 3 3 - 3 30 70 3 CE 505 Construction Planning, Scheduling and Control 3 3 - 3 30 70 4 CE 507 Computer Applications in Construction Engineering

and Planning 3 3 - 3 30 70

5 CE 509 Construction of pavement 4 3 1 3 30 70 6 CE 511 Shoring, Scaffolding and Formwork 3 3 3 30 70 B. Practicals And Sessionals

7 CE 551 Practical Training (4 Weeks) 3 60 40 8 CE 553 Advanced Construction Engineering and Computing

Techniques Laboratory 1 2 3 60 40

9 CE 555 SEMINAR 5 60 40 10 DE 302 Discipline & Extra Curricular Activities 2 Total 27 18 1 2 Grand total 21

Year V Semester – X

S.No. Course Code


Weight age (%)

CE ESE L T P

A. Practical and Sessionals 1 DI 602 DISSERTATION 16 Total 16 0 0 0 Grand total 0

GYAN VIHAR SCHOOL OF ENGINEERING AND TECHNOLOGY DEPARTMENT OF CIVILENGINEERING

Teaching and Examination Scheme for B.Tech Civil Engg. + M Tech Construction Engineering & Management) EFFECTRIVE FROM ACADEMIC SESSION 2012-13

Course Code Course Name Credits

Contact Hrs/ Wk. Exam. (Hours)

Weightage(%) L T P CE ESE

CE 201 Strength of Materials and Mechanics of Structures – I 4 3 1 3 30 70 CE 202 Strength of Materials and Mechanics of Structures – II 4 3 1 3 30 70 CE 203 Building Material & Construction 3 3 3 30 70 CE 204 Concrete & Construction Technology 3 3 3 30 70 CE 205 Engineering Geology 3 3 3 30 70 CE 206 Hydraulics & Hydraulic Machines 3 3 3 30 70 CE 207 Computer Applications in Civil Engineering 3 3 3 30 70 CE 208 Surveying – I 3 3 3 30 70 CE 209 Fluid Mechanics 4 3 1 3 30 70 CE 210 Building Technology 3 3 3 30 70 CE 212 Rock Mechanics 3 3 3 30 70 CE 214 Optimization Techniques CE 216 Advanced Mathematics

CE 251 Engineering Mechanics & Experimental Techniques lab. 1 2 2 60 40

CE 252 Material Testing Lab. 1 2 2 60 40 CE 253 Civil Engineering Material & Geology Lab 1 2 3 60 40 CE 254 Concrete Lab 2 3 3 60 40 CE 255 Computer Programming Lab. 2 3 3 60 40 CE 256 Hydraulic Lab. 2 3 3 60 40 CE 257 Building Planning & Design – I 1 2 2 60 40 CE 258 Surveying Lab. – I 2 3 2 60 40 CE 259 Fluid Mechanics lab 1 2 2 60 40 CE 260 Building Planning & Design – II 1 2 2 60 40 CE 301 Theory of Structures – I 4 3 1 3 30 70 CE 302 Theory of Structures – II 4 3 1 3 30 70 CE 303 Concrete Structures-I 3 3 3 30 70 CE 304 Concrete Structures-II 3 3 - 3 30 70 CE 305 Steel Structures-I 3 3 3 30 70 CE 306 Steel Structures-II 3 3 - 3 30 70 CE 307 Surveying – II 3 3 3 30 70 CE 308 Environmental Engineering– I 3 3 - 3 30 70 CE 309 Quantity Surveying & Valuation 3 3 3 30 70 CE 310 Transportation Engineering-I 3 3 - 3 30 70 CE 311 Modern concrete technology and practice 3 3 3 30 70 CE 312 Repair And Rehabilitation of Structures 3 3 - 3 30 70 CE 313 Construction Equipments and Material Management CE 314 Remote Sensing and GIS CE 315 Solid Waste Management CE 316 Design of Pre-stressed Concrete Structures CE 351 Design of Steel Structures I 2 3 3 60 40 CE 352 Matrix Methods of Structural Analysis 2 3 3 60 40 CE 353 Structural Engineering Lab 1 2 2 60 40 CE 354 Surveying Lab. – II 2 3 2 60 40 CE 356 Engineering Economics & Management 1 2 2 60 40 CE 354 Design of Concrete Structures II 2 3 3 60 40 CE 356 Design of Steel Structures II 2 3 3 60 40 CE 358 Environmental Engg. Design & Lab. I 1 2 2 60 40 CE 360 Road Materials Testing Lab. 1 2 2 60 40

CE 401 Geotechnical Engineering – I 3 3 3 30 70 CE 402 Geotechnical Engineering–II 3 3 3 30 70 CE 403 Water Resources Engineering –I 3 3 - 3 30 70 CE 404 Water Resources Engineering-II 3 3 - 3 30 70 CE 405 Environmental Engineering– II 3 3 - 3 30 70

CE 406 Project Planning & Construction Management

3 3 - 3 30 70

CE 407 Building Design 3 3 - 3 30 70 CE 408 Bridge Engineering 3 3 - 3 30 70 CE 409 Transportation Engineering – II 4 3 1 3 30 70 CE 410 Advance Foundation Engineering CE 411 Earthquake Resistant Design & Construction 3 3 - 3 30 70 CE 412 Advanced Transportation Engg. CE 413 Ground Improvement Techniques CE 415 Rural Water Supply & Sanitation CE 451 Geotechnical Engg. Design & Lab.-I 2 3 3 60 40 CE 452 Geotechnical Engg. Design & Lab.-II 2 3 3 60 40 CE 453 Water Resources Engineering Design-I 2 3 3 60 40 CE 454 Water Resources Engineering Design-II 2 3 3 60 40 CE 455 Environmental Engg. Design & Lab. II 1 2 2 60 40 CE 456 Practical Training and Industrial Visit 1 2 2 60 40 CE 458 Project-Part I 2 3 3 60 40 CE 456 Professional Practice and Estimating 1 2 2 60 40 CE 458 Design of Foundations 2 3 3 60 40 CE 460 Computer Aided Building Design 2 3 3 60 40 CE 462 Seminar 1 2 2 60 40 CE 464 Project-Part II 2 3 3 60 40 CE 501 Advanced Construction Techniques 3 3 3 30 70 CE 502 Project Formulation and Appraisal 4 3 1 3 30 70 CE 503 Contract Laws and Regulations 3 3 - 3 30 70 CE 504 Statistical Methods and Queuing Theory 4 3 1 3 30 70 CE 505 Construction Planning, Scheduling and Control 3 3 - 3 30 70 CE 506 Modern Construction Materials 4 3 1 3 30 70

CE 507 Computer Applications in Construction Engineering and Planning 3 3 - 3 30 70

CE 509 Construction of pavement 4 3 1 3 30 70 CE 511 Shoring, Scaffolding and Formwork 3 3 3 30 70 CE 513 Construction Equipment 4 3 1 3 30 70 CE 551 Practical Training (4 Weeks) 3 60 40

CE 553 Advanced Construction Engineering and Computing Techniques Laboratory 2 3 3 60 40

CE 555 SEMINAR 5 60 40 MA 209 Engineering Mathematics 3 3 3 30 70 DE 201 Discipline and Extra Curricular Activities - III 2 100 DE 202 Discipline and Extra Curricular Activities - IV 2 100 DE 301 Discipline and Extra Curricular Activities - V 2 100 DE 302 Discipline and Extra Curricular Activities - VI 2 100 DE 401 Discipline and Extra Curricular Activities - VII 2 100 DE 402 Discipline and Extra Curricular Activities - VIII 2 100 DI 602 DISSERTATION 2 3 3 90 60


DEPARTMENT OF CIVILENGINEERING

DETAILED SYLLABUS FOR

1. B.TECH CIVIL ENGG. 2. DUAL DEGREE ( B.Tech. Civil + M. Tech. Construction Engg. & Management


CE 201 STRENGTH OF MATERIALS AND MECHANICS OF STRUCTURES C (L,T,P) = 4 (3,1,0)

UNIT COURSE CONTENTS Total Contact

Hrs. I Simple Stresses and Strains : Concept of stress and strain in three dimensions and generalized Hooke’s law; Direct stress

and strain: free body diagrams, Hooke’s law, Young’s modulus; Tension test of mild steel and other materials: true and apparent stress, ultimate strength, yield stress and permissible stress; Stresses in prismatic & non prismatic members and in composite members; Thermal stresses; Shear stress, Shear strain, Modulus of rigidity, Complementary shear stress; Poisson’s ratio, Volumetric strain, Bulk modulus, relation between elastic constants; Strain energy for gradually applied, suddenly applied and impact loads.

8

II Compound Stress : Two dimensional stress system: stress resultant, principal planes and principal stresses, state of pure shear maximum shear stress, Mohr’s circle & it’s application. Columns : Short and long columns, slenderness ratio, crushing and buckling of column, short column subjected to axial and eccentric loads; Euler’s theory and its limitation, concept of effective length of columns; Rankine & Secant formulae.

8

III Centroid and Moment of Inertia : First moment of area, Centroid and moment of inertia of symmetrical & unsymmetrical sections, radius of gyration, polar moment of inertia, product moment of inertia, parallel axis theorem, principal axes and principal moment of inertia. Plane trusses : Simple pin jointed trusses and their analysis: method of joints, method of section and introduction to computer methods.

8

IV Bending of Beams : Types of supports, support reactions, determinate and indeterminate structures, static stability of plane structures; Bending moment, Shear force and Axial thrust diagrams for statically determinate beams subjected o various types of loads and moments.

7

V Theory of simple bending: Distribution of bending and shear stresses for simple and composite sections; Shear center and its location in flanged sections. Introduction to unsymmetrical bending.

7

CE 202 STRENGTH OF MATERIALS AND MECHANICS OF STRUCTURES C (L,T,P) = 4 ( 3,1,0)

UNIT COURSE CONTENTS Total

Contact Hrs.

I Deflection of Beams : Differential relation between load, shear force, bending moment, slope deflection. Slope & deflection in determinate beams using double integration method, Macaulay’s method, area moment method and conjugate beam method

7

II Fixed Beams & Continuous Beams :Analysis of fixed beams & continuous beams by three moment theorem and area moment method.

7

III Torsion : Elementary concepts of torsion, shear stress in solid and hollow circular shafts, angle of twist, power transmitted by a shaft, combined bending and torsion; Springs: stiffness of springs, close coiled helical springs, springs in series and parallel, laminated plate springs. Membrane Analysis : Stress and strain in thin cylindrical & spherical shells under internal pressures

8

IV Introduction to Energy Methods : Strain energy due to bending, shear and torsion; Castigleno’s theorems, unit load method & their applications in analysis of redundant frames upto two degree of redundancy and deflection of determinate beams, frames and trussed beams; Stresses due to temperature & lack of fit in redundant frames. Theories of Failures

8

V Vibrations : Stress tensor and failure criterion. Elementary concepts of structural vibration, degree of freedom , free vibration of undamped single degree of freedom systems. Newton’s law of motion, D’Almbert’s principle, solution of differential equation of motion, frequency & period of vibration, amplitude of motion; Damped single degree of freedom system: types of damping, analysis of viscously damped, under-damped, over-damped & critically-damped systems, logarithmic decrement

8

CE 203 BUILDING MATERIAL AND CONSTRUCTION C (L,T,P) = 3 (3,0,0)


Hrs. I Stones : Classification, quarrying of stones, Dressing of stones, various standard test on building stores including

compressive strength, water absorption, durability, impact value, tensile strength, identification, selection criteria and uses of common building stones. Clay Products : Bricks such as water absorption, compressive strength, effloresces, dimension and tolerance test– Manufacture process, properties, Classification, standard tests as per IS code, Types of Tiles, standard tests for tiles as per IS code such as water absorption, tolerance, impact value, glazing.

7

II Cement and Lime : Raw materials, constituents of cement and their role, type of cement, manufacture of OPC, Chemistry of setting and hardening, Various standard tests on Portland cements, as per IS code including consistency, setting time, fineness, soundness and strength. Lime: Classification, Manufacture, properties, tests for lime. Mortar and Plaster: Functions and types of sand, bulking of sand, tests for sand, classification, preparation method, tests, uses and properties of mortar and plaster.

8

III Timber : Definitions of related terms, classifications and properties, conversion of wood, seasoning,preservation, fire proofing, Ply woods, fiber boards, defects in wood. Plastics : Introduction, properties, classification, uses. Miscellaneous: Properties and uses of glass, steel, aluminum, Asbestos, G.I., various types of paints and Varnishes, Prestressed and precast concrete.

8

IV Building Requirements : Building components, their functions and requirements, classification, of building by occupancy and by types of construction, load bearing construction and framed structure construction. Foundation : Purpose, types of foundation, bearing capacity of soil, depth of footing, foundation for black cotton soil, causes of failure of foundation and remedial measure.

7

V Brick and Stone Masonary : Basic principle of sound masonary work, different types of bonds, relative merits merit and demerits of English, single flemish and double flemish bond. Comparison between stone and brick masonary. General principles, classification of stone masonary. Pointing & Plastering : Definition uses and Relative merits, types of panting, types of plastering. Partition Wall : Types, purpose and use of partition wall.

7

CE 204 CONCRETE & CONSTRUCTION TECHNOLOGY C (L,T,P) = 3 (3,0,0) UNIT COURSE CONTENTS Total

Contact Hrs.

I Concrete : Grade of concrete, proportioning of ingredients, water content and its quality for concrete, water/cement ratio and its role, gel/pace ratio, concrete mix deign (ACI, IS method), quality control for concrete. Properties of fresh concrete including workability, air content, flow ability, methods to determine and factors affecting. Properties of hardened concrete such as strengths, permeability, creep, shrinkage, factors influencing, standard tests on fresh and hardened concrete as per IS code. Aggregate, cement interface, maturity concept

8

II Concrete Handling in Field : Interaction to mixing & batching methods, placing, transportation and Compaction methods, curing methods and compounds. Admixture in concrete : Chemical and mineral admixtures, their types, use of water reduces, accelerator, retarders, water-proofing plasticizers and super plasticizers, use of fly ash and silica fume in concrete, their properties, effect and production of high strength concrete, properties of high strength concrete & application

7

III Form work: Requirements, Indian standard on form work, loads on form work, type & method to provide centering and shuttering for Columns, beams, slabs, walls and staircase, slip and moving formwork. Site Preparation and temporary Structures: Sequence of construction activity and co-ordination, site clearance, marking, foundation plan, earthwork in dry and loose soil, different methods and their suitability, dewatering, construction of temporary shed, types of shoring, methods of underpinning and types of scaffolding. Damp Proofing: Causes of dampness, effects of dampness methods and material for damp proofing DPC treatment in buildings, methods and materials for anti termite treatment.

8

IV Joints : Requirements, types and material used, construction details. Arches and Lintels : Terms used, types of arches and their construction detail, types of lintels and constructions. Stairs : Terms used, requirements of good staircase, classification, construction details and suitability of different types of stairs, lifts and lamps. Construction System : Prefabricated/precast construction; advantages & disadvantage of prefabrication. Precast R.C. plank flooring/roofing, Thin R.C. ribbed slab for floors & roofs, thin precast RCC lintels in brickwalls, Modular co-ordination. Multi storied building frames, Concrete skeleton system, lift slab system, cast one house system, L-shaped panel system.

9

V Ground & Upper floors : Floor components and their junctions, selection of flooring and floor types, construction details of ground and upper floors, merits and demerits Roof and Roof Covering : Purposes, classification of roofs, terms used, types of pitched roofs, trussed roofs specially king port, queen port, steel roof trusses, details of steel roof trusses, method of construction, roof covering materials for pitched roofs

8

CE 205 ENGINEERING GEOLOGY C (L,T,P) = 3 (3,0,0) UNIT COURSE CONTENTS Total

Contact Hrs.

I General Geology : Subdivision of Geology; Importance of Geology in Civil Engg.; Internal Structure of the Earth; Physical properties of Minerals; Weathering and Work of Wind & River ; Geological Time Scale.

8

II Petrology : Origin, Classification, Texture & Structures of Igneous, Sedimentary and Metamorphic Rocks; Engineering Properties of Rocks.

7

III Structural Geology: Causes & Classification of Fold, Fault, Joints & Unconformities. Geophysical Methods: Electrical resistivity & Seismic refraction method for civil engineering importance.

8

IV Engineering Geology: Geological investigation for site selection of site for Dams, Tunnels, Reservoirs andBridges. Site improvement for different engineering projects.

7

V Remote Sensing: Introduction and applications in Civil Engineering.

7

CE 206 HYDRAULICS AND HYDRAULIC MACHINESC (L,T,P) = 3 (3,0,0) UNIT COURSE CONTENTS Total

Contact Hrs.

I Dimensional Analysis & Models : Dynamical Similarity and Dimensional Homegeneity Model experiment, geometric, Kinematic and Dynamic similarity. Reynold’s, froudes, Weber’s, Euler and Mach numbers. Distorted river models and undistorted models, proper choice of scale ratios. Scale effect. Principle of dimensional analysis Rayleigh method, Buckingham theorem, applications of dimensional analysis to pipe Friction problems, resistance to motion of partially and fully submerged bodies and other simple problems. Ship model experiments.

7

II Laminar Flow : Relation betweens shear & pressure gradient. Flow between plates & pipes. Equations for velocity distribution, pressure difference. Turbulent Flow in pipes : Theories of Turbulence, Nikuradse’s Experiments. Hydrodynamically smooth & rough boundaries. Laminar, Sublayer, Equations of velocity distribution and friction coefficient. Stanton Diagram, Moody’s diagram

7

III Flow through channels : Uniform, Non-Uniform and variable flow. Resistance equations of Chezy, Mannring and Bazin. Section factor for uniform flow. Most Efficient rectangular, triangular and trapezoidal sections. Equations of gradually varied flow in Prismatic channels. Limitation of its applicability and assumption made in its derivation. Specific emergy of flow. Critical depth in prismatic channels. Alternate depths. Rapid, critical and sub critical Flow Mild, steep and Critical Slopes. Classification of surface curves in prismatic channels and elementary computation

8

IV Rapidly varied flow: Hydraulic jump or standing wave in rectangular channels. Conjugate or sequent depths Losses in jump, location of jump. Broad crested weirs for channel flow: Measurement, velocity distribution in open channels, parshall flume. Impact of free Jets : Impact of a jet on a flat or a curved vane, moving and stationary vane, flow over radial vanes

7

V Centrifugal pumps and turbines : Vulute and whirlpool chambers, Loses of head due to variation of discharge Manometric and Hydraulic efficiencies, Description of single and multistage pumps. Specific speed, characteristic curves. Model Test. Reaction and Impulse turbines, specific speed, Mixed flow turbines. Pelton wheel turbine, Francis turbine, propeller turbine and Kaplan turbine Efficiency, Characteristics of turbines. Basic principles of governing of turbines, Draft-tube, Selection of turbines, model tests.

9

CE 207 COMPUTER APPLICATIONS IN CIVIL ENGINEERING C (L,T,P) = 3 (3,0,0) UNIT COURSE CONTENTS Total

Contact Hrs.

I Approximation & Error analysis: Approximations and round of errors, Truncation errors and Taylor Series. Roots of Non-linear Equations: Determination of roots of polynomials and transcendental equations by Bisection, Secant and Bairstow’s method, Newton-Raphson method, Successive substitution.

8

II Linear Algebraic Equation: Solutions of linear simultaneous linear algebraic equations by GaussElimination and Gauss-Siedel iteration methods Successive substitution method and Decomposition methods.

7

III Curve fitting & Numerical Differentiation: Curve fitting – linear and nonlinear regression analysis; Backward, Forward and Central difference relations and their uses in numerical differentiation and integration, Application of difference relations in the solution of differential equations.

8

IV Numerical Integration and Area under a Curve: Introduction to numerical integration and Area under a Curve; Trapezoidal method, Simpson’s 1/3 method, Simpson’s 3/8 method and Newton’s method for integration.

7

V Ordinary Differential Equation: Numerical solution of ordinary differential equations by Euler, Modified Euler, Runga-Kutta and Predictor-Corrector method. Partial Differential Equation: Elliptic equation & parabolic equation & their solution techniques. Finite Element Method: – General approach, application in one dimension. Computer programming using C/ C++ on these topics.

8

CE 208 SURVEYING – I C (L,T,P) = 3 (3,0,0) UNIT COURSE CONTENTS Total

Contact Hrs.

I Introduction :Importance of surveying to engineers, Plane and geodetic surveying, methods of location of points, principle of surveying from whole to part, conventional signs. Measurement of Distances : Different types of chains, tapes and their uses. Sources of error and precautions, corrections to tape measurements. Field problems in distance measurement.

7

II Measurement of Angles & Direction : Different types of direction measuring instruments and their uses. Reference meridians, Bearing and azimuths, magnetic declination and its variation. Use and adjustment of surveyors and prismatic compass. Vernier and micro-optic theodolite, temporary and permanent adjustment of vernier theodolite. Measurement of horizontal and vertical angle by different methods. Application of theodolite in field problems.

8

III Traversing : Different methods of traversing; chain traverse, chain & compass traverse, transit-tape traverse. Methods of computations and adjustment of traverse; transit rule, Bowditch rule, graphical method, axis method. Gales traverse table.

7

IV Leveling : Definitions of various terms in leveling. Different types of leveling, sources of errors in leveling curvature and refraction corrections. Temporary and permanent adjustment of dumpy and tilting levels. Computation and adjustment of levels. Profile leveling; L-Section and cross-sections

7

V Plane Table Surveying : Elements of plane table survey working operations, methods of plane table survey; intersection, traversing and resection, two point and three point problems. Contouring : Characteristics of contours, contour interval, contour gradient, Methods of locating contours, uses of contour maps

7

CE 209 FLUID MECHANICS C (L,T,P) = 4 (3,1,0) UNIT COURSE CONTENTS Total

Contact Hrs.

I Fluids: Definition, Ideal fluids, real fluids, Newtonian and non-Newtonian fluids. Properties of Fluids: Units of measurement, Mass density, Specific weight, Specific volume, Specific Gravity, Viscosity, Surface tension and Capillarity, Compressibility and Elasticity

7

II Hydrostatics : Pressure at a point in a static fluid; pressure variation in an incompressible static fluid; atmospheric pressure, Gauge pressure, vacuum pressure, absolute pressure, Manometers Bourdon pressure gauge. Buoyancy: Forces acting on immersed plane surface. Centre of pressure, forces on curved surfaces.Conditions of equilibrium for floating bodies, meta-centre and metacentric height experimental and analytical determination of metacentric height

8

III Equilibrium of Fluid particles and flow: Fluid mass subjected to horizontal and vertical acceleration and uniform rotation. Hydro-kinematics : Types of Flows : Steady and unsteady, uniform and non-uniform, stream lines, path lines, stream tubes, principles of conservation of mass, equation of continuity, acceleration of fluid particles local and connective, Rotational and irrational motions, free and forced vortex, circulation and voracity velocity potential and stream function, elementary treatment of flow net. Euler’s equations of motion and integration of Euler’s equations, Bernoulli’s equation for incompressible Fluids, assumptions in Bernoulli's equation, Energy correction factor

8

IV Applications of Bernoulli's equation : Pitot tube, Venturimeter, orifice meter, orifices & mouth pieces, time of emptying of tanks by orifices, sharp edged rectangular, triangular and trapezoidal notches, Francis formula. Velocity of approach. End contractions Cippoletti Weir, time of emptying reservoirs by weirs. Momentum Equation and its Application : Development of momentum equation by control volume concept, Momentum correction factor, applications – Boarda’s mouth pieces, sudden enlargement of flow, pressure on flat plates, Nozzles

8

V Flow through Pipes : Laminar flow, Reynolds experiment, transition from laminar to turbulent flow. Turbulent Flow : Laws of fluid friction, friction factor Moodys diagram, loss of head due to friction and other causes. Hydraulic gradient, total energy line Chezy’s, Darcys and Mannings formula, flow through parallel pipes and pipes in series, flow through branched pipes. Flow along a by pass. Power transmission through pipe, condition for maximum power. Elementary water hammer concept

8

CE 210 BUILDING TECHNOLOGY C (L,T,P) = 3 (3,0,0) UNIT COURSE CONTENTS Total

Contact Hrs.

I Introduction: Types of buildings, criteria for location and site selection, site plan and its detail. Sun Consideration : Different methods of drawing sun chart, sun shading devices, design of louvers, energy conservation in buildings, passive solar cooling and heating of buildings

7 II Climatic and comfort Consideration : Elements of climate, global climate, climatic zones of

India, comfort conditions, biclimatic chart, climate modulating devices. Orientation: Meaning, factors affecting orientation, orientation criteria for tropical climate. Building Bye Laws and NBC Regulations : Objective of by-laws, Regulation regarding; means of access, lines of building frontages, covered area, floor area ratio, open spaces around buildings, height & sizes of rooms, plinth regulation and sanitation provisions

8

III Principles of Planning : Different factors affecting planning viz-aspect, prospect, furniture requirement, roominess, grouping, circulation, elegance, privacy etc. Vastu Shastra In Modern Building planning : Factors considered in Vastu, site selection, orientation, planning and design of residential buildings

7

IV Functional design and Accommodation requirements (A) Residential Buildings : Anthrometry, activities and their spatial requirements; Area planning, living area, sleeping area, service area; Bubble diagram showing sequence of arrangement of area, plan, elevation, sectional elevation. (B) Non Residential Buildings : viz-school buildings, rest house, primary health centres, post office, bank, college library, cinema theatres etc

7

V Services in Buildings (A) Lighting and ventilation, doors and windows. (B) Acoustics, sound insulation and noise control.

7

CE 212 ROCK MECHANICS C (L,T,P) = 3 (3,0,0) UNIT COURSE CONTENTS Total

Contact Hrs.

I ENGINEERING CLASSIFICATION OF ROCKS: Objectives, Intact rock classification, Rock mass Classification. Terzaghi’s, Rock load classification, Austrian classification, Deere’s rock quality classification, rock structure rating concept, RMR classification, Q classification. Inter relation between Q and RMR, prediction of ground condition and support pressure. Effect of Tunnel size on support pressure

7

II ENGINEERING PROPERTIES AND LABORATORY TESTS ON ROCKS: Porosity, Density, Moisture content, Degree of saturation, Co-efficient of permeability, Durability, Compressive strength, Tensile strength, Shear strength, elasticity, Plasticity Deformability. Sampling and Samples Preparations, Uniaxial Compressive strength, Tensile Strength – Brazilian test, Shear strength test – Direct Shear test and Punch shear test, Triaxial Test, Flexural strength.

7

III INSITU TESTS ON ROCKS: Necessity of Insitu test, Plate load test for deformability, Shear test, Test for internal stresses – flat Jack, pressure meter test. JOINTED ROCKS: Rocks Joint properties, Joint properties, Joint Roughness Co-efficient, Scale effects, Dilation, Orientation of Joints, Gouge, Joint Intensity, Uniaxial Compressive strength of Jointed Rocks

7

IV STRENGTH OF ROCKS IN UNCONFINED CONDITION: Ramamurthy Strength Criteria, Singh and Rao Strength Criteria, Kulatilake Methodology, Hoek Criteria, Barton Methodology. STRENGTH OF ROCKS IN CONFINED CONDITION: History of Hoek and Brown Failure Criterions and latest methodology, Parabolic Strength Criteria.

7

V GROUTING AND ROCK BOLTING: Grouting materials, Grouting operations, methods of Grouting, Mechanism of Rock Bolting, Principal of design. BEARING CAPACITY OF ROCKS: Bearing capacity of intact rocks, jointed rocks, IS Code methodology, Singh and Rao Method and latest methodologies

7

CE 214 OPTIMIZATION METHODS C (L,T,P) = 3 (3,0,0) UNIT COURSE CONTENTS Total

Contact Hrs.

I Introduction: Historical development, Engineering application of optimization, Formulation of design problems as a mathematical programming problems, Classification of optimization problems.

7

II Linear Programming : Simplex methods, Revised simplex method, Duality in linear programming, post optimality analysis.

7

III Applications of Linear programming : Transportation and assignment problems.

7

IV Non Linear Programming : Unconstrained optimization techniques, Direct search methods, Descent methods, Constrained optimization, Direct and Indirect methods.

7

V Dynamic Programming: Introduction, multi-decision processes, computational procedure. 7

CE 216 ADVANCED MATHEMATICS C (L,T,P) = 3 (3,0,0) UNIT COURSE CONTENTS Total

Contact Hrs.

I Elementary Statistics & Probability: Elementary theory of probability, Baye’s Theorem with its simple applications, Theoretical probability distributions – Binomial, Poisson, Normal distribution

7

II Advance Statistics: Chisquare test as test of goodness of fit. Line of regression, Coefficient of correlation and rank correlation.

7

III Tensor Analysis: Definition of a tensor, Transformation of co-ordinates, contra variant and co-variant vectors, addition and multiplication of tensors, contraction of tensors, inner product, fundamental tensors, Christoffel symbols, covariant differentiation

7

IV Bessel's Functions: Bessel functions of first and second kind, simple recurrence relations, orthogonal, property of Bessel’s function.

6

V Legendre’s function: Legendre’s function, simple recurrence relations, Rodrigues formula, orthogonal property of Legendre’s function, generating function

6

CE 251 ENGINEERING MECHANICS & EXPERIMENTAL TECHNIQUES LAB C (L,T,P) = 1 ( 0,0,2) S.No. List of Experiments Hours

1 Law of Parallelogram of Forces

2 Polygon Law of Forces

3 Support Reactions of a Simply Supported Beam

4 Coefficient of Static Friction

5 Efficiency of Compound Lever

6 Efficiency Bell Crank Lever

7 Efficiency of Worm and Worm Wheel

8 Theorem of Super Position

9 Efficiency of Screw Jack

10 Efficiency of Double Purchase Crab Winch

11 Efficiency of Differential Wheel & Axle

12 Study of System of Pulleys

13 Study of Behaviour of Struts

CE 252 MATERIAL TESTING LAB C (L,T,P) = 1 ( 0,0,2) S.No. List of Experiments Hours

1 Tensile Strength Test – Mild Steel and HYSD bar 2 Compressive Strength Test – Mild Steel and Cast Iron 3 Compressive Strength Test – Cement Cubes and Concrete Cubes 4 Compressive Strength Test – Bricks 5 Compressive Strength Test – Wooden Blocks 6 Hardness Test – Rockwell Hardness and Brinell Hardness

7 Impact Test – Izod and Charpy

8 Modulus of Rupture of Wooden Beam 9 Fatigue Test 10 Spring Test 11 Torsion Test

CE 253 CIVIL ENGINEERING MATERIAL & GEOLOGY LABORATORY C (L,T,P) = 1 ( 0,0,2) S.No. List of Experiments Hours Part I

1 Identification of Materials by Visual Inspection 2 To Study the Procedure for Testing of Portland Cement (IS: 269-1967) 3 To Study the Utilization of Fly Ash 4 To Study the Procedure for Testing of Stone 5 To Study the Fiber Reinforced Concrete 6 To Study the Properties and Use Of Different Glasses 7 To Study the Different Aluminum and Steel Sections 8 To Study the Manufacture and Use of Concrete Hollow Blocks 9 To Determine Compressive and Tensile Strength of Timber Parallel and Perpendicular To Grain 10 To Study the Properties and Uses of Kota Stone 11 To Find out the Water Absorption and Tolerance Limit of Bricks

Part II

1 Physical Properties of Minerals 2 Physical Properties of Rocks 3 Identification of Minerals in Hand Specimen 4 Identification of Rocks in Hand Specimen 5 Identification of Geological features through wooden Models 6 Structural Geological Diagrams 7 Petrological Diagrams 8 Engineering Geological Diagrams 9 Interpretation of Geological Map (10 Nos.) 10 Dip & Strike Problems (8 Nos.)

CE 254 CONCRETE LAB C (L,T,P) = 1 ( 0,0,2) S.No. List of Experiments Hours

1 To determine standard (Normal) consistency of cement.

2 To determine Initial & Final setting time of cement

3 To determine specific gravity of cement

4 To determine the fineness of Cement by sieving through a 90 micron I.S. Sieve

5 To determine the Compressive Strength of Cement

6 To determine Soundness of cement by Le-chatelier apparatus

7 To determine the specific gravity of fine aggregate (sand) by Pycnometer

8 To determine the bulking of fine aggregate and to draw curve between water content and bulking.

9 To determine the fineness modulus of coarse aggregates and fine aggregates by sieve analysis

10 To determine the workability of given concrete mix by slump test.

11 To determine the workability o given fresh concrete mix by compaction factor test

12 To determine the workability of given concrete mix by Flow table test.

13 To design concrete mix in accordance with I S recommendations

CE 255 COMPUTER PROGRAMMING LAB C (L,T,P) = 1 ( 0,0,2) S.No. List of Experiments Hours

1 To develop computer programmers in C/C+ for revision of basic tools of programming.

2 To develop computer programmers in C/C+ for solving linear and non-linear equations by methods as covered in theory

3 To develop computer programmers in C/C+ for solutions of differential equations by methods as covered in theory

4 To develop computer programmers in C/C+ for Integration and area calculation by methods as covered in theory

5 To develop computer programmes in C/C+ for best fitting curves by methods as covered in theory.

6 Writing computer programmes for solving simple problems related to Engineering, (in general Civil Engineering)

CE 256 HYDRAULICS LAB C (L,T,P) = 1 ( 0,0,2) S.No. List of Experiments Hours

1 To determine the minor losses.

2 To determine the friction factor

3 To determine Cd of Broad crested wier

4 To verify the momentum equation

5 To determine the discharge of venturimeter

6 To determine Manning’s & Chezy's coefficient of roughness for the bed of a given flume

7 To plot characteristics curve of hydraulic jump.

8 To plot characteristics curve of Pelton Wheel

9 To plot characteristics curve of Centrifugal Pump

CE 257 BUILDING PLANNING AND DESIGN I C (L,T,P) = 1 ( 0,0,2) S.No. List of Experiments Hours

Building Components – 1 Drawing of walls

i.Brick and Stone masonary ii.Partition wall, cavity wall and cross section of external wall

2 Pointing, Arches, Lintels and Floors

3 Doors and Windows

4 Stairs, cross section of Dog legged stairs

5 Roofs: Flat and Inclined (Steel)

6 Foundations for Masonry Structures and Framed Structures, Provision of Damp Proof Course

Building Planning –

1 Development of Front Elevation and Sectional Elevation from a given plan

2 Development of Plan, Front Elevation and Sectional Elevation from line diagram

CE 258 SURVEYING LAB. I C (L,T,P) = 1 ( 0,0,2) S.No. List of Experiments Hours

1 Ranging and Fixing of Survey Station.

2 Plotting Building Block by offset with the help of cross staff

3 To determine the magnetic bearing of a line a. Using surveyor's compass b. Using prismatic compass

4 Measurement and adjustment of included angles of traverse using prismatic compass

5 To determine the reduced levels using Tilting Level

6 To determine the reduce levels in closed circuit using Dumpy Level

7 To carry out profile leveling and plot longitudinal and cross sections for road

8 To carryout temporary adjustment of Theodolite

9 Measurement of horizontal angle. a. By method of repetition. b. By method of Reiteration.

10 To determine the tachometric constant.

11 To determine the horizontal and vertical distance by tachometric survey

12 To study the various minor instruments

13 To determine the area of a figure using a planimeter

CE 259 FLUID MECHANICS LAB C (L,T,P) = 1 ( 0,0,2) S.No. List of Experiments Hours

1 To verify the Bernoulli’s theorem.

2 To calibrate the Venturimeter

3 To calibrate the Orificmeter

4 To determine Metacentrie Height

5 To determine Cc, Cv, Cd of an orifice

6 To determine Cd of a mouthpiece

7 To determine Cd of a V-notch

8 To determine viscosity of a given fluid.

9 Bye Pass

CE 260 BUILDING PLANNING AND DESIGN II C (L,T,P) = 1 ( 0,0,2) S.No. List of Experiments Hours

1 1- To design and draw working drawing of a Residential building with following detail. (a) Site plan (b) Foundation plan (c) Plan (d) Two sectional elevations (e) Front elevation (f) Furniture plan (g) Water supply and sanitary plan (h) Electric fitting plan

2 To design and draw a Primary Health Center

3 To design and draw a Primary School

4 To design and draw a Rest House

5 To design and draw a Post Office

6 To design and draw a Bank

7 To design and draw a College Library

8 To design and draw a Cinema Theatre

CE 301 THEORY OF STRUCTURES –I C (L,T,P)= 4 (3,1,0)


Hrs. I Introduction to Indeterminate structures, Degrees of freedom per node, Static and Kinematic indeterminacy

(i.e. for beams, frames & portal with & without sway etc.), releases in structures Maxwell’s reciprocal theorem and Betti s theorem. Analysis of Indeterminate Structures using Moment Area method.

8

II Analysis of Statically Indeterminate Structures using Slope deflection method and Moment distribution methods

7

III Column Analogy method for indeterminate structures, determination of carry over factor for non prismatic section. Conjugate beam method for analysis of indeterminate structures

7

IV Energy methods and related theorems, solution of determinate & indeterminate structures using energy methods (i.e. determination of deflection and forces in structures)

7

V Approximate methods for lateral loads: Analysis of multistory frames by portal method, cantilever method & factor method. Analysis of determinate space trusses by tension coefficient method.

7

CE 302 THEORY OF STRUCTURES – II C (L,T,P) = 4 (3,1,0) UNIT COURSE CONTENTS Total

Contact Hrs.

I Influence line diagram & Rolling load: ILD for beams & frames, Muller-Breslau principle and its application for drawing ILD, Rolling load, maximum stress resultants in a member/section, absolute maximum stress resultant in a structure

7

II Arches: analysis of three hinged two hinged and fixed type parabolic arches with supports at the same level and at different levels

7

III Cable and Suspension bridges: Analysis of cables with concentrated and continuous loading, analysis of two & three hinged stiffening girder.

7

IV Kani’s Method: Analysis of beams and frames with & without sway by Kani’s method 7 V Unsymmetrical bending: Definition, location of NA, computation of stresses and deflection, shear center

and its location. Composite Sections: Flexural analysis of composite sections.

7

CE 303 CONCRETE STRUCTURES – I C (L,T,P) = 3 (3,0,0)


Contact Hrs.

I Design Philosophies: Working stress, ultimate strength and limit states of design. Introduction to working stress method. Analysis and Design of prismatic Sections in flexure using limit state methods: singly and doubly reinforced prismatic sections and lintels

8

II Design of one way slabs. Shear and Bond: Behavior of beams in shear and bond, design for shear, anchorage, curtailment and splicing of reinforcement, detailing of reinforcement. erviceability Conditions: Limit states of deflection and cracking, calculation of deflections & crack width as per codal provisions

8 III Design of two way slabs and flat slabs by direct design method

7 IV Design of Columns: Short and long rectangular and circular columns, eccentrically loaded columns.

7 V Design of Column Footings: Isolated and combined column footings and circular raft foundations

7 CE 304 CONCRETE STRUCTURES-II C (L,T,P) = 3 (3,0,0) UNIT COURSE CONTENTS Total

Contact Hrs.

I Elements of Pre-stressed Concrete: Principles and systems, material properties, losses of pre-stress, I.S. specifications, analysis and design of sections for flexure and shear, Introduction to continuous beams.

7

II Torsion: Design of beams for torsion. Continuous and Curved Beams: Design of continuous R.C. beams, moment redistribution, beams curved in plan

7

III Circular Domes: Circular domes with u.d.l. & concentrated load at crown. Yield Line Theory: Application of Y.L.T. to slabs with simple support conditions.

7

IV Water Tanks and Towers: Water Tanks and Water Towers-design of rectangular, circular and Intze type tanks, column brace type staging.

7

V Culverts and Bridges: Design of slab culverts for I.R.C. loading. Cantilever Retaining Walls: Design of cantilever type retaining walls & introduction and stability analysis of counter-fort and buttress type retaining walls

7

CE 305 STEEL STRUCTURES – I C (L,T,P) = 3 (3,0,0) UNIT COURSE CONTENTS Total

Contact Hrs.

I Introduction: Types of steels and their permissible stresses Connections: Design of riveted, bolted and welded connections under axial and eccentric loadings

7

II Compression Member: Design of compression member; Axially and eccentrically loaded compression members, built up columns, design of lacings and battens.

7

III Beams: Design of beams; simple and compound sections, main and subsidiary beams and their connections, grillage foundation

7

IV Tension Members: Design of axially and eccentrically loaded tension members. Column Bases: Design of column bases, Slab base, gusseted base.

7

V Plastic analysis of steel structures, fundamentals, static and mechanism method of analysis, bending of beams of rectangular and I sections beams, shape factor, design of simply supported beams, fixed beams, continuous beams and single span rectangular frames

8

CE 306 STEEL STRUCTURES–II C (L,T,P) = 3 (3,0,0) UNIT COURSE CONTENTS Total

Contact Hrs.

I Design of gantry girder, Design of roof trusses

7

II Design of plate girder: design of section, connections for flange plate to flange angles & flange angles to web, web and flange splicing. Vertical, Horizontal, Intermediate and Bearing stiffeners. Curtailment of plates.

7

III Bridges: Standard loading for railway bridges, design of Deck type plate-girder bridges, design of bracings and frames. Application of ILD to the design of bridges, design of through type truss bridges, design of members and joints, design of stringers, cross girder, lateral, sway and portal bracings

8

IV Water tanks, circular tanks with segmental bottoms, rectangular tanks, pressed steel tanks, design of staging.

7

V

CE 307 SURVEYING – II C (L,T,P) = 3 (3,0,0)


Hrs. I Trigonometric Levelling: Methods of trigonometric levelling direct method and reciprocal method, axis

Signal corrections. Determination of difference in elevations of points 7

II Curve Surveying: Elements of circular (Simple, compound and reverse) curves, transition curves, degrees of curves Methods of setting out circular and transition curves

7

III Triangulation: Merits and demerits of traversing, triangulation and trilateration. Grades of triangulation, Strength of figure, field procedure of triangulation. Reconnaissance and selection of triangulation stations. Intervisibility of stations and calculation of the heights of towers. Equipment needed for base line measurement, corrections to base line. Satellite station and base line extension

7

IV Errors in Surveying: Classification of errors in surveying. The probability curve, its equation and properties, theory of least squares, weight, most probable valve, probable errors, standard errors. Normal equation correlates. Adjustment of Triangulation Figures: Adjustment of levels. Adjustment of triangulations figures, Braced quadrilateral Triangle with central, station. Approximate and method of least squares for figure adjustment, Trilateration.

7

V Field Astronomy: Definitions of terminology used in Astronomy, Co ordinate Systems. Relationships between different Co ordinate systems. Astronomical Triangle, Napier’s Rule. Different methods of determination of Azimuth. Electronic distance measurement and use of Total station. Survey camp: (including exercise on triangulation, topographic, or project survey) with duration of maximum 10 days.

7

CE 308 ENVIRONMENTAL ENGINEERING-I C (L,T,P) = 3 (3,0,0) UNIT COURSE CONTENTS Total

Contact Hrs.

I General: Environment and its components, Importance of water, Role of an Environmental Engineer, Historical overview. Water Demand: Design flow, design periods, design population, factors affecting water consumption, variation in water demand, design capacities for various water supply components.

7

II Source of water and collection works: Alternative sources i.e. rain, surface and ground water, Assessment of yield and development of the source. Quality of water: The hydrological cycle and water quality, physical, chemical and biological water quality parameters, water quality requirements, Indian Standards

7

III Transmission of water: Hydraulics of conduits, selection of pipe materials, pipe joints, pumps, pumps station. Preliminary Treatment of Water: Historical overview of water treatment, water treatment processes (theory and application): aeration, solids separation, settling operations, coagulation, softening,

7 IV Advanced Treatment of Water: filtration, disinfection, other treatment processes, dissolved solids removal,

treatment plant design, preparation of hydraulic profiles.

7 V Distribution of water: Method of distributing water, distribution reservoirs, distribution system, distribution

system components, capacity and pressure requirements, design of distribution systems, hydraulic analysis of distribution systems, pumping required for water supply system. Plumbing of Building for water supply: Service connections, fixture units, simultaneous flow, design of plumbing system.

7

CE 309 QUANTITY SURVEYING & VALUATION C (L,T,P) = 3 (3,0,0) UNIT COURSE CONTENTS Total

Contact Hrs.

I Introduction: Purpose and importance of estimates, principles of estimating. Methods of taking out quantities of items of work. Mode of measurement, measurement sheet and abstract sheet; bill of quantities. Types of estimate, plinth area rate, cubical content ate, preliminary, original, revised and supplementary estimates for different projects.

7

II Rate Analysis: Task for average artisan, various factors involved in the rate of an item, material and labor requirement for various trades; preparation for rates of important items of work. Current schedule of rates. (C.S.R.)

7 III Estimates: Preparing detailed estimates of various types of buildings, R.C.C. works, earth work calculations

for roads and estimating of culverts Services for building such as water supply, drainage and electrification.

7 IV Cost of Works: Factors affecting cost of work, overhead charges, Contingencies and work charge

establishment, various percentages for different services in building.

7 V Valuation: Purposes, depreciation, sinking fund, scrap value, year’s purchase, gross and net income, dual

rate interest, methods of valuation, rent fixation of buildings.

7

CE 310 TRANSPORTATION ENGINEERING–I C (L,T,P) = 3 (3,0,0) UNIT COURSE CONTENTS Total

Contact Hrs.

I Introduction: Importance and Role of Transportation Systems, Technological and Operating Characteristics of Transportation Systems, Components of transportation Systems, Transportation Coordination, Transportation Modes and their comparison. Highway Planing: Highway Planning Process, specifically in India, Transport or Highway related Agencies in India, Classification of Roads and Road Development Plans, Road Patterns, Controlling Factors and Surveys for Highway Alignment.

8

II Highway Materials and Construction: Desirable Properties, Testing Procedures, Standards and standard values relating to Soil, Stone Aggregates, Bitumen and Tar, fly-ash/pond-ash. Methods of constructing different types of roads viz. Earth roads, Stabilized roads, WBM roads, fly ash embankments, Bituminous roads and Concrete roads. Specific features of rural roads

7 III Highway Geometric Design: Cross Sectional Elements, camber, Sight Distances – definition and analysis of

SSD and OSD, Design of Horizontal Alignment – Super elevation, extra widening, transition curves. Design of Vertical Alignment – Gradients, Vertical curves.

7 IV Elementary Traffic Engineering: Significance of different Traffic Engineering Studies viz. Speed, Volume,

O & D, Parking and Accident’s Study. Importance and types of Traffic Signs, Signals, Road Markings and Road Intersections.

7 V Structural design of Highway Pavements: Design of Flexible Pavements by G. I. and CBR methods.

Design of Rigid Pavements by Westergard and modified methods. (As per guidelines of IRC) Hill Roads: Special factors in Alignment and Geometric design, Drainage and maintenance of Hill roads. Road side Arboriculture and Landscaping. Recent Developments in Urban Roads and their role in economic developments.

7

CE 311 MODERN CONCRETE TECHNOLOGY AND PRACTICE C (L,T,P) = 3 (3,0,0) UNIT COURSE CONTENTS Total

Contact Hrs.

I Strength of Concrete: Strength porosity relationship, factors affecting compressivestrength, behaviour of concrete under uniaxial, biaxial and triaxial stress states, SplitTensile strength and modulus of rupture test methods and empirical formulae for theirestimation. Mineral and Chemical admixtures in Concrete: types and their uses.

7

II Concrete Production: Vibrator compacted concrete in buildings, pavements andinfrastructure projects etc., pumpable concrete, roller compacted concrete and ReadyMixed Concrete methods, specific features and uses etc. Rheology of Concrete: Flow ability, Segregation, Bleeding and Viscosity etc. Factors affecting, methods of determination, related standards etc.

7

III Elasticity, Creep and Shrinkage of Concrete: Elastic behaviour, Method of determination of Elastic modulus, factors affecting modulus of elasticity, early volume change in concrete due to plastic shrinkage, autogeneous shrinkage and drying shrinkage factors affecting them, typical values and their methods of determination. Creep of concrete specific creep, typical values, creep recovery, factors affecting creep and its determination with available standard.

8

IV Microstructure of Concrete: Interfacial transition zone, hydration kinetics, hydrated cement paste (hcp), calcium hydroxide, presence of micro cracks in concrete mass their characteristics and significance on performance of concrete Penetrability of Concrete: Permeability, sorptivity and diffusion in concrete test methods and significance. Durability of Concrete: Physical and chemical processes, recently employed methods of tests for ensuring longer and durable concrete structures case studies.

7

V Special Aggregates: Light weight, heavy weight their characteristics and uses in concrete.Specific purpose Concretes and Cement based composites: Self Compacting Concrete,Fiber cements and fiber reinforced cement based composites, Mass Concrete andPolymer Concrete etc. materials, production and application areas. High performance concrete performance characteristics in fresh and hardened states, production precautions some case studies of specific tailored HPC in India

7

CE 312 REPAIR AND REHABILITATION OF STRUCTURES C (L,T,P) = 3 (3,0,0)


Hrs. I Deterioration of concrete in structures: physical processes of deterioration like F & T abrasion, erosion,

pitting, chemical processes like carbonation, chloride ingress, corrosion, alkali aggregate reaction, sulphate attack; their causes, mechanism, effect, preventive measures. Cracks: Cracks in concrete, type, pattern, quantification, measurement & preventive measures etc.

8 II N.D.T.: Non destructive test methods for concrete including rebound hammer, ultrasonic pulse velocity,

rebar locator, corrosion meter, penetration resistance and pull out test, core cutting etc. Corrosion: Methods for corrosion measurement and assessment including half-cell potential and resistivity, Mapping of data

7 III Materials for repair: polymers and resins, self curing compound, FRP, Ferro cement etc; properties,

selection criterion, bonding aspect

7 IV Repair Techniques: grouting, jacketing, shotcrete, externally bonded plates and under water repair;

materials, equipments, precautions process etc

7 V Investigation for structures: Distress, observation and preliminary test methods.

Case studies: related to rehabilitation of bridge piers, dams, canals, heritage structures, corrosion damaged structures

7 CE 313 CONSTRUCTION EQUIPMENTS & MATERIALS MANAGEMENT C (L,T,P) = 3 (3,0,0) UNIT COURSE CONTENTS Total

Contact Hrs.

I Advance Construction Equipments Different types of construction equipments viz. Earth moving equipments & their outputs,Dewatering equipments, Pumping equipments, Grouting equipments, Pile Driving equipments, Compaction equipments, Concreting equipments.

7

II Equipment Management Planning of construction equipments, Forecasting equipment requirement, Operation & Utilisation, Equipment replacement, Manpower planning & Maintenance of equipments

7

III Economics of Construction Equipments Operation Cost & Its types. Investment Cost, Cost of Repairs, Overheads Cost accounting, Break-even point theory, Replacement of equipment

7

IV Materials Management Scope, objectives & importance of materials management, Selective control techniques, Disposal of surplus material.

7

V Inventory Control & Spare Part Management Need, function, steps in inventory control. Advantages, Economic order quantity, Inspection & procurement of spares, stores & stock management

7 CE 314 REMOTE SENSING AND GIS C (L,T,P) = 3 (3,0,0)


Contact Hrs.

I Photogrammetry: Definition of Photogrammetric Terms, Geometry of aerial and terrestrial photographs, Aerial camera and photo-theodolite, Scale of a Photograph, Tilt and Height displacements, Stereoscopic vision and stereoscopes, Height determination from parallax measurements, Flight planning, Maps and Map substitutes and their uses.

8

II Remote Sensing: Introduction and definition of remote sensing terms, Remote Sensing System, Electromagnetic radiation and spectrum, Spectral signature, Atmospheric windows.

7

III Different types of platforms, sensors and their characteristics, Orbital parameters of a satellite, Multi concept in Remote Sensing.

7

IV Image Interpretation: Principles of interpretation of aerial and satellite images, equipments and aids required for interpretation, ground truth – collection and verification, advantages of multidate and multiband images. Digital Image Processing concept.

7

V Geographic Information System (GIS) : Introduction & applications of GIS in map revision, Land use, Agriculture, Forestry, Archaeology, Municipal, Geology, water resources, Soil Erosion, Land suitability analysis, change detection.

7

CE 315 SOLID WASTE MANAGEMENT C (L,T,P) = 3 (3,0,0) UNIT COURSE CONTENTS Total

Contact Hrs.

I General: Problems associated with Solid Waste Disposal. Generation of Solid Waste: Goals and objectives of solid waste management, Classification of Solid Waste. Solid Waste Generation, Factors Influencing Generation of Solid Waste, Characteristics of Solid Waste, Analysis of Solid Waste.

8

II Onsite Handling, Storage and Processing: Public Health and Aesthetics, Onsite Handling, Onsite, Storage, Dust bins, Community Containers, Container Locations, On-site Processing Methods

7

III Solid Waste Collections, Transfer and Transport: Collection Systems, Equipment and Labor requirement, Collection Routes, Options for Transfer and Transport Systems

7

IV Processing and Disposal Methods: Processing Techniques and Methods of Disposal, Sanitary land filling, Composting and Incineration, Bioremediation.

7

V Recovery of Resources, Conversion, Products and Energy: Material Recovery, Energy Generationand Recovery Operation, Reuse in other industry Industrial Solid Waste: Nature, Treatment and Disposal Methods

7

CE 316 DESIGN OF PRE STRESSED CONCRETE STRUCTURES C (L,T,P) = 3 (3,0,0) UNIT COURSE CONTENTS Total

Contact Hrs.

I Introduction: Systems of pre stressing in detail, pre stressing techniques, transfer of pre stress, types of commercially available jacks, computation of losses of pre stress. Anchorage Zone: end block stresses, design

7

II Cable profiles: Concordant and non concordant cable profile and associated factors in continuous members. Modern cable laying: materials & practices, precautions etc. Computation of deflection in pre stressed concrete members

7

III Design of Pre stressed Concrete Sections: Flexural, shear and torsion resistance of members, preliminary and final design of sections, design of pre and post tensioned flexural members; simply supported and continuous members.

8

IV Pre stressed Slab: Design of slabs, tendon layout, precast slab, production and their applications. Partial Prestressing: Principles and advantages, methods, practices and design.

7

V Design of circular pipes and circular water retaining structures etc. Case study of one bridge girder with design and constructional features

7

CE 351 DESIGN of CONCRETE STRUCTURES I C (L,T,P) = 2 (0,0,3) S.No. List of Experiments Hours

1 Design as per syllabus of theory. CE 352 MATRIX METHODS OF STRUCTURAL ANALYSIS C (L,T,P) = 2 (0,0,3) S.No. List of Experiments Hours

1 Introduction to matrix methods; Stiffness (Deflection) and Flexibility (Force) matrices for bar, plate, and beam elements w.r.t. local axes and global axes, for entire structure w.r.t. global axes (Direct method and by assembly method. Introduction of Finite Element Methods.

CE 353 STRUCTURAL ENGINEERING LAB C (L,T,P) = 1 (0,0,2) S.No. List of Experiments Hours

1 Deflection of a truss 2 Clark Maxwell reciprocal theorem with truss 3 Funicular polygon for flexible cable 4 Analysis of redundant frame 5 Deflection of curved members 6 Buckling of columns 7 Clark Maxwell reciprocal theorem with simply supported beam 8 ILD for deflection in a steel beam using unit load method 9 ILD for support reaction using Muller Breslau Principle 10 Unsymmetrical bending

CE 354 SURVEY LAB. II C (L,T,P ) = 1 (0,0,2) S.No. List of Experiments Hours

1 To measure the horizontal and vertical angles by Theodolite. 2 To determine the Height of an object by trigonometrical leveling (single plane method). 3 To determine the Height of an object by trigonometrical leveling (two plane method). 4 To shift the R.L. of known point by double leveling. 5 To measure and adjust the angles of a braced quadrilateral. 6 To prepare a contour map by indirect contouring. 7 To prepare the map of given area by plane tabling 8 To determine the Azimuth of a given line by ex meridian observations of Sun. 9 Survey Camp

CE 356 ENGINEERING ECONOMICS & MANAGEMENT C (L,T,P) = 1 (0,0,2) S.No. List of Experiments Hours

1 Microeconomics: Law of demand and supply, utility approach and indifference curves, elasticity of demand & supply and applications, consumer surplus, Law of returns to factors and return to scale.

2 Macroeconomics: concepts relating to National product National income and its measurement, Simple Keynesian theory, simple multiplier, money and banking. Meaning and concept of international trade, determination of exchange rate, balance of payment

3 Project Evaluation: Meaning, Capital and OMR cost, Project life, Stages, Methods of Evaluations with their limitations

4 India: Brief history of Indian Constitution, framing features, fundamental rights, duties, directive principles of state. History of Indian National Movement. Socioeconomic growth after independence.

5 Management: Principles of management, functions planning, organization, staffing, directing, controlling, coordination , decision making

NOTE: Only four units are sufficient as the questions are long.

CE 354 DESIGN of CONCRETE STRUCTURES II C (L,T,P) = 1 (0,0,2)

S.No. List of Experiments Hours 1 Design as per syllabus of theory.

CE 356 DESIGN of STEEL STRUCTURES II C (L,T,P) = 1 (0,0,2) S.No. List of Experiments Hours

1 Design as per syllabus of theory CE 358 ENVIRONMENTAL ENGINEERING DESIGN & Lab. I C (L,T,P) = 1 (0,0,2) S.No. List of Experiments Hours

1 To determine the pH of the given sample of water. 2 To determine the turbidity of the given sample of water 3 To determine Total Solids of the given water sample. 4 To determine the Total Dissolved Solids of the given water sample. 5 To find out conductivity of the given water sample 6 To determine hardness of the given water sample 7 To find out chloride of the given water sample. 8 To determine alkalinity of the given water sample. 9 To find out acidity of the given water sample. 10 To determine hardness of the given water sample 11 To determine the optimum dose of alum by Jar test. 12 To study various water supply Fittings

CE 360 ROAD MATERIAL TESTING LAB C(L,T,P) = 1 (0,0,2) S.No. List of Experiments Hours

1 Aggregate impact test 2 Angularity number test 3 To determine fineness modulus of a given sample of coarse aggregate. 4 Los angles abrasion test 5 Aggregate crushing value test 6 Standard tar viscometer test 7 Specific gravity and water absorption test 8 To determine the elongation index for given sample of aggregate. 9 determine the flakiness index of given sample of aggregate 10 Ductility test 11 To determine the softening point for give sample of bitumen 12 Marshell stability test 13 Float test

CE 401 GEOTECHNICAL ENGINEERING C (L,T,P) = 3 (3,0,0)


Hrs. I Soil and soil-mass constituents, water content, specific gravity, void ratio, porosity, degree of saturation, air void and air

content, unit weights, density index etc. Inter-relationships of the above. Determination of index properties of soil: water content, specific gravity, particle size distribution, sieve and sedimentation analysis, consistency limits, void ratio and density index. Classification of soil for general engineering purposes: particle size, textural, H.R.B. Unified and I.S. Classification systems

8

II Clay mineralogy: Soil structure; single grained, honeycombed, flocculent, and dispersed, structure of composite soils, clay structure; basic structure, mineral structures, structures of Illite Montmorilinite and kaolinite and their characteristics. Soil water absorbed, capillary and free water, Darcy’s law of permeability of soil and its determination in laboratory. Field pumping out tests, factors affecting permeability, permeability of stratified soil masses.

7

III Stresses in soil mass: total, effective and neutral pressure, calculation of stresses, influence of water table on effective stress, quicksand phenomenon. Seepage and Seepage Pressure, Laplace’s equation for seepage. Flow net and its construction. Uplift pressure, piping, principle of drainage by electro Osmosis, phriatic line, Flow net through earth dam

6 IV Mohr’s circle of stress, shearing strength of soil, parameters of shear strength, Coulomb’s failure envelope, determination

of shear parameters by Direct Shear Box. Triaxial and unconfined compression test apparatuses. Typical stress-stain curves for soils. Typical failure envelopes for cohesion less soils and normally consolidated clay soils

7 V Principles of soil compaction, laboratory compaction tests; Proctor’s test Modified Proctor tests, Measurement of field

compaction, field methods of compaction and its control, dry and wet of optimum, factors affecting compaction. Soil stabilization, Mechanical Stabilization. Stabilization with cement, lime and bitumen

7

CE 402 GEOTECHNICAL ENGINEERING – II C (L,T,P) = 3 (3,0,0)


Hrs. I Stresses in Soil under surface loading: Bossinesq’s and Westergaard’s analysis for vertical pressure and its distribution in a

soil mass. Vertical stresses due to concentrated loads, Horizontal and shear stresses due to concentrated loads. Isobar diagram, Vertical stress distribution on a horizontal plane. Influence diagram. Vertical stresses at point under line load and strip load. Vertical stresses at a point under circular and rectangular loaded area. Approximate methods of obtaining vertical pressure due to surface loading. Newmark’s chart, Fensk’s Chart. Pressure bulb and its significance in Foundation exploration. Contact pressure below foundations

8

II Compressibility and Consolidation: Introduction to consolidation, comparison of compaction and consolidation, Spring Analogy Terzaghis one dimensional consolidation theory, Degree of consolidation, consolidation test, Compressibility parameters, co-efficient of consolidation. Preconsolidation pressure and its determination. Normally, over and under consolidated soils. Methods of predicting Settlement and its rate. Total and differential Settlement.

7

III Stability of Slopes: Classifications of slopes, Stability analysis of infinite slopes. Stability of finite slopes by Swedish and Friction circle method. Taylor’s stability number curves. Stability of slopes of earthen embankments under sudden draw down, steady seepage and during construction. Bishop’s method of stability analysis. Site Investigations: Methods of explorations. Planning of Investigations, Depth of exploration, Number of boreholes, Undisturbed and Disturbed samples. Types of samplers. Brief description of procedures of sampling, Transportation and Storage of samples. Geophysical methods of Investigations

8

IV Earth Pressure: Active, passive and earth pressure at rest. Rankine’s and Coulomb’s theories. Rebhann’s and Culman’s graphical methods for active earth pressure for vertical and inclined back retaining walls, horizontal and inclined cohesion less back fill. Stability analysis of retaining walls. Earth pressure on cantilever sheet piles, rigid bulk heads

8 V Bearing Capacity of Soils: Terminology related to bearing capacity, Common types of foundations. Terzaghi and

Meyehoff’s theory for bearing capacity. Rankine’s method for minimum depth of foundation. Skempton’s method. Effect of eccentricity and water table on bearing capacity. IS code method, Plate load and penetration tests for determining bearing capacity. Introduction to pile, well and machine Foundations.

8

CE 403 WATER RESOURCES ENGINEERING – I C (L,T,P) = 3 (3,0,0)


Hrs. I Introduction: Definitions, functions and advantages of irrigation, present status of irrigation in India, classification for

agriculture, soil moisture and crop water relations, Irrigation water quality. Consumptive use of water, principal Indian crop seasons and water requirements, multiple cropping, hybrid crops, water harvesting and conservation

8

II Canal Irrigation: Types of canals, parts of canal irrigation system, channel alignment, assessment of water requirements, estimation of channel losses, design of channels, regime and semi theoretical approaches (Kennedy’s Theory, Lacey’s Theory), cross section of channels, silt control in canals. Water Distribution System: Rotational delivery (Warabandi, Jama Bandi, Khasra Bandi, Sajra Sheets), continuous delivery and delivery on demand, Role of command area development authority, Functions and organizational structures

9

III Distribution of Canal Water: System of regulation and control, outlets, assessment of canal revenue. Hydraulics of Alluvial Rivers : Critical tractive force, regimes of flow, resistance relationship for natural streams, bed load, suspended load and total equations, different stages of rivers, meandering, aggradations, and degradation, river training & bank protection works

7

IV Water Logging: Causes, preventive and curative measures, drainage of irrigated lands, saline and alkaline lands, types of channels lining and design of lined channel. Well Irrigation: Open wells and tube wells, types of tube wells, duty of tube well water

7

V Hydrology: Definition, Hydrologic cycle, Application to Engineering problems, measurement of rainfall, rain gauge, peak flow, flood frequency method, catchment area formulae, Flood hydrograph, Rainfall analysis, Infiltration, Run off, Unit hydrograph and its determination, Estimation of run off

7

CE 404 WATER RESOURCES ENGINEERING II C (L,T,P) = 3 (3,0,0)


Hrs. I Regulation of works: Falls, Classification of falls, Design of falls, Distributory head regulator and cross-head regulator,

Escape, bed bars. Cross-Drainage Structure: Necessity of Cross-drainage structures, their types and selection, comparative merits and demerits, design of various types of cross-drainage structure-aqueducts, syphon aqueduct, superpassage syphon, level crossing and other types

8

II Diversion Head works: Design for surface and subsurface flows, Bligh’s and Khosla’s methods. Selection of site and layout, different parts of diversion headworks, types of weirs and barrages, design of weirs on permeable foundation, silt excluders and different types of silt ejectors. Energy dissipation.

8 III Embankment Dams: Suitable sites, causes of failures, stability and seepage analysis, flownet, slope stability analysis,

precautions of piping, principles of design of earth dams. Gravity Dams: Force acting on a gravity dam, stability requirements, Instrumentation.

7

IV Spillways: Spillway capacity, flood routing through spillways, different types of spillways and gates, energy dissipation below spillways. Hydro Power Plant: General features of hydroelectric schemes, elements of power house structure, selection of turbines, draft tube and setting of turbine, cavitations

7

V Reservoirs: Evaluation of impact of water projects on river regimes and environment. Reservoir sedimentation and water shed management. Optimization: Introduction to optimization techniques and system approach. Introduction to G.I.S. and Computer aided irrigation design

7

CE 405 ENVIRONMENTAL ENGINEERING C (L,T,P) = 3 (3,0,0)


Hrs. I General: Terms: sewerage, domestic sewage, sewage treatment, disposal scope, Role of an Environmental engineer,

historical overview. Sewage Characteristics: Quality parameters: BOD, COD, TOC, Solids, DO, Nitrogen, Phosphorus, Standards of disposal into natural watercourses and on land, Indian standards

8 II Collection of Sewage: Systems of sewerage, Separate, combined, and partially separate, components of sewerage systems,

systems of layout, quantity of sanitary sewage and variations, quantity of storms water, rational method, shapes of sewer, Hydraulic design of sewers: diameter self cleansing velocity and slopes, construction and testing of sewer line, Sewer materials, joints and appurtenances, Sewage pumping and pumping stations, maintenance of sewerage system

8

III Sewage Treatment: Various units: their purpose, sequence and efficiencies, preliminary treatment, screening and grit removal units, oil and grease removal, primary treatment, secondary treatment, activated sludge process, trickling filter, sludge digestion and drying beds, stabilization pond, septic tank, soakage systems, recent trends in sewage treatment, advanced wastewater treatment :nutrient removal, solids removal

8

IV Wastewater Disposal and Reuse: Disposal of sewage by dilution, self-purification of streams, sewage disposal by irrigation sewage farming, waste waters reuse. Plumbing for Design of Buildings: Various systems of plumbing – one pipe, two pipes, single stack, traps, layout of house drainage

7

V Air and Noise Pollution: Air quality, Emission standards, vehicular pollution, Effect of air pollution on human health, Noise Pollution, global effect of air and noise pollution, green house effect, acid rain etc

7

CE 406 PROJECT PLANNING & CONSTRUCTION MANAGEMENT C (L,T,P) = 3 (3,0,0)


Hrs. I FINANCIAL EVALUATION OF PROJECTS AND PROJECT PLANNING: Capital investment proposals, criterions to

judge the worth whileness of capital projects viz. net present value, benefit cost ratio, internal rate of return, Risk cost management, main causes of project failure. Categories of construction projects, objectives, project development process, Functions of project management, Project management organization and staffing, Stages and steps involved in project planning, Plan development process, objectives of construction project management.

8

II PROJECT SCHEDULING: Importance of project scheduling, project work breakdown process – determining activities involved, work breakdown structure, assessing activity duration, duration estimate procedure, Project work scheduling, Project management techniques – CPM and PERT networks analysis, concept of precedence network analysis

7

III PROJECT COST AND TIME CONTROL: Monitoring the time progress and cost controlling measures in a construction project, Time cost trade-off process: direct and indirect project costs, cost slope, Process of crashing of activities, determination of the optimum duration of a project, updating of project networks, resources allocation

8 IV CONTRACT MANAGEMENT: Elements of tender operation, Types of tenders and contracts, Contract document, Legal

aspects of contracts, Contract negotiation & award of work, breach of contract, determination of a contract, arbitration

7 V SAFETY AND OTHER ASPECTS OF CONSTRUCTION MANAGEMENT: Causes and prevention of accidents at

construction sites, Safety measures to be followed in various construction works like excavation, demolition of structures, explosive handling, hot bitumen work. Project Management Information System – Concept, frame work, benefits of computerized information system. Environmental and social aspects of various types of construction projects

8

CE 407 BUILDING DESIGN C (L,T,P ) = 3 (3,0,0)


Hrs. I Design Loads: Design loads for different types of buildings. (IS-875 part 1 & 2). Load distribution & concept of load flow

to different structural components. Structural Systems: Assumption of integrity aspect ratios & over turning resistance, strength & stiffness of buildings, symmetry and Asymmetry in building forms, Vertical and lateral load resting elements, shear walls, framed tubes and various multistory configurations

8

II Lateral loads: Wind loads & calculation of wind load on structures (IS: 875-Part 3)

7

III Lateral loads: Earthquake loads & calculations of earthquake loads on buildings masonry & framed structures. (IS: 1893 – Part 1)

7

IV Masonry and Framed Buildings: Design of masonry buildings and framed buildings, Earthquake resistant construction of buildings, and various provisions as per IS codes; IS-4326, IS-13827, IS-13828, IS-13920, IS-13935

7

V Mass Housing: Prefabricated construction for mass housing. Special Roofs: Introduction to folded plates, cylindrical shells, north-light shell roofs, grid and ribbed floors.

7

CE 408 BRIDGE ENGINEERING C (L,T,P ) = 3 (3,0,0 )


Contact Hrs.

I Introduction: Type of bridges & classification of road & railways bridges. IRC & Railway loadings for bridges, wind load & Earthquake forces. Steel bridges Design of through type & deck type steel bridges for IRC loading. Design of deck type & through type truss bridges for railway loadings

7

II Reinforced concrete culverts & bridges: Reinforced concrete slab culvert, T-beam bridges-courbons & Hendry-Jaegar methods. Design of balanced cantilever bridge

7

III Prestressed Concrete bridges: Prestressed & Post stressed concrete bridges Design of deck slab & girder sections

7

IV Bearings: Bearings for slab bridges and girder bridges. Elastomeric bearings, design concepts as per IRC 83 (Part II) 7

V Joints: Expansion joints

7

CE 409 TRANSPORTATION ENGINEERING – II C (L,T,P) = 4 (3,1,0)


Hrs. I Introduction and Permanent Way Components: Types and Selection of Gauges, Selection of Alignment, Ideal Permanent

Ways and Cross-sections in different conditions, Drainage, Salient Features and types of Components viz. Rails, Sleepers, Ballast, Rail Fastenings. Study of Specific Aspects: Coning of Wheels, Creep, Wear, failures in Rails, Rail Joints, Length of Rail, Sleeper Density and Spacing, Stations, Yards and Sidings, Turn-Table, Signaling

8

II Points and Crossings: Types of Turnouts, Points or Switches, layout Plans of different types of Crossings, Design calculations of turnouts. Railway Systems Specific to Urban Movements: Surface railways (sub urban railway system of Mumbai, Chennai and Delhi), Underground system (Metro of Kolkata/ Delhi), Elevated Systems (as Proposed for Jaipur, Delhi, Mumbai), Light Rail System (MRTS, Thane). Recent Developments in Railway Networking

8

III Geometric Design: Gradient and Grade Compensation, Super elevation and cant, cant deficiency, Types of Curves, Transition curves, their designs, Widening of Gauges

7

IV Airport Engineering:-Introduction: Requirements to Airport Planning, Airport Classifications, Factors in Airport Site Selection, Airport Size, Obstructions, Zoning. Planning and Design of Airport: Requirements of Airport, Planning of Terminal Area, and different Layouts, Location of Gates, Types of Runway patterns, Runway Layout, Runway Length, Geometric Design of Runways, Layout of Taxiways, Geometric Standards, Exit or Turnaround Taxiways, Apron and Hangers

7

V Airport Pavement Design: Factors Affecting Pavement Design, Design methods of Flexible Pavements, Design methods of Rigid Pavements

7

CE 410 ADVANCED FOUNDATION ENGINEERING C (L,T,P) = 3 (3,0,0 )


Hrs. I Shallow foundation: Methods of estimation of bearing capacity computation of bearing capacity factors, Effect of eccentric

and inclined loads effect of water table on bearing capacity, Moyerhof’s analysis, Bearing capacity of stratified soils, Methods of estimation of settlement of footings

6

II Limits of settlements for various structures, Indian Standard Code Provisions (IS: 1904, 6403, 8009). Determination of allowable bearing capacity as per IS code. Schemartman’s method, Dee beer’s and Mortin method of finding out settlement from static cone penetration test. Methods of finding out bearing capacity from plate load test, standard penetration test data

7 III Pile foundations: types of pile and their use, modes of failure. Bearing capacity and settlement of pile foundation. Types of

piles, Allowable load, Pile load test, Dynamic and static formulae. Bearing Capacity factors. Pile group bearing capacity and settlement. Negative skin friction. Behavior of piles under lateral loading. Winkler’s assumption. Pile resistance and deflection under lateral loads, elastic method, Brooms method

8 IV Foundation on difficult Soils: Collapsible soil; identification, Collapse settlement: foundation design. Sanitary land fills

settlement of sanitary land fill. Expensive soils: Behaviour of expansive soil, foundation practices, under-reamed piles. Methods of finding out load carrying capacity of under reamed piles in clayey and sandy soil. Provision of IS 2911 Part III-1980 for design of under-reamed pile foundations

8

V Raft foundation: common types of raft, combined footing. Bearing capacity of raft, differential settlement of raft; semi empirical method of design of raft foundation. Well foundations: design and construction. Bearing capacity, settlement and lateral resistance. Tilts and shifts, IS and IRC codes methods

7

CE 411 EARTHQUAKE RESISTANT DESIGN & CONSTRUCTION C (L,T,P) = 3 (3,0,0)


Hrs. I Introductory Seismology: Various terminology related with earthquake, Causes of earthquake, plate tectonics, Tsunami.

Seismic wave propagation. Magnitude, intensity & energy of earthquake, magnitude & intensity scales, classifications of earthquakes, Seismic zoning case histories of earthquakes. Seismic hazards, induced hazards.

8

II Earthquake recording, Seismic instruments, Seismographs & Seismograms. Basic concept of liquefaction and isolation. Introduction to various IS related codes. Structural systems, Effects of earthquake on buildings in general, structural and nonstructural failures. Dynamic characteristics of buildings, natural period of vibration, damping, stiffness etc. Seismic performance of traditionally built masonry constructions, typical failure mechanism of masonry buildings under earthquakes

8

III IS 4326: 1993: Planning consideration & architectural concept, provisions for earthquake resistant construction/ seismic strengthening of masonry constructions

7

IV Seismic performance of reinforced concrete buildings. Plan, elevation & stiffness irregularities & their effects. Typical earthquake damages of RC constructions, short column effect, soft storey effect, strong column-weak beam analogy. IS 13920: 1993: Ductile detailing of reinforced concrete buildings and shear wall concept

7

V Seismic design philosophy, IS 1893 (part I):2002 codal provisions : Load combinations, Design lateral loads, response reduction factors, structural modeling of building frames, equivalent load method for earthquake analysis of multistory frames

7

CE 412 ADVANCE TRANSPORTATION ENGINEERING C (L,T,P) = 3 (3,0,0)


Hrs. I Traffic Studies: Road inventories, Traffic Volume Studies, Spot Speed Studies, Travel Time and delay Studies, Origin-

Destination studies, Methodology and Analysis of O-D data, Traffic capacity, Parking studies and characteristics, Accident studies and characteristics, causes and preventive measures

7 II Statistical Methods for Traffic Engineering: Elementary concepts and Probability, Mean, Standard Deviation and variance,

Poisson and Binomial Distribution, Normal distribution, sampling Theory and Significance testing, Linear Regression and correlation

7

III Traffic Characteristics: Macroscopic and Microscopic Characteristics related to Volume, Speed and Density, their relationships, Road User Characteristics – Human and vehicular Characteristics. Traffic Engineering Design: Principles of Road Junction design, Design of Roundabouts, Bus Stops and Parking Lots, Design of Signals

8 IV Traffic Management: Traffic Laws, Regulations and Ordinances for Drivers, Pedestrians and Mixed Traffic. Traffic control

Measures – One Way streets, Kerb Parking Control, Intersection Control, Speed Control, Access Control. Expressways. Traffic Control Devices – Traffic Markings, Signs, Signals, Traffic Islands, their Classification, types and Sketches, Street Lighting

8

V Traffic and Environment: Detrimental Effects of Traffic on the environment – air pollution, noise pollution, visual intrusion, aesthetics etc. Road Safety: The identification of problem, causation and Prevention, Road layout and Improvements, Safety equipment

7

CE 413 GROUND IMPROVEMENT TECHNIQUES C (L,T,P) = 3 (3,0,0)


Hrs. I Introduction: Formation of soil, major soil types, collapsible soil, expansive soil, reclaimed soil, sanitary land fill, ground

improvements; objective, potential. General principles of compaction: Mechanics, field procedure, quality control in field 7

II Ground Improvement in Granular soil: In-place densification by (a) Vibro floatation (b) Compaction piles in sand(c) Vibro compaction piles (d)Dynamic compaction (e) Blasting

7

III Ground improvement in cohesive soil: Preloading with or without vertical drains. Compressibility vertical and radial consolidation, Rate of consolidation, Preloading methods. Types of drains, Design of vertical drains, Construction techniques. Stone column: Function, Design principles, load carrying capacity, construction techniques, settlement of stone column foundation.

8

IV Ground Improvement by Grouting & Soil Reinforcement : Grouting in soil: Types of grout, desirable characteristics, Grouting pressure, Grouting methods. Soil Reinforcement – Mechanism, Types of reinforcing elements, Reinforcement- Soil interaction, Reinforcement of soil beneath roads, foundation

8

V Soil Stabilization: Lime Stabilization – Base Exchange mechanism, Pozzolonic reaction, lime-soil interaction, lime columns, Design of foundation on lime column. Cement stabilization-Mechanism, amount, Age and curing. Fly ash-Lime stabilization Soil bitumen stabilization

7

CE 415 RURAL WATER SUPPLY AND SANITATION C (L,T,P) = 3 (3,0,0)


Hrs. I General: Importance of village community in India, Condition of Indian villages with special regard to economics, social

and health aspects. Sources of water: Traditional sources of water in rural areas. Different types of wells, sanitary aspects in well construction, pumps used for village wells, Hand pump Technology, its operation and maintenance. Water harvesting techniques

8

II Quality of water: Estimation of total water requirement including cattle water demand, quality of water needed for village community, water quality surveillance, standards of water quality. Communicable Diseases: Diseases and immunity, Source of communicable diseases, Mode of transfer, Control of communicable diseases, Guinea worm Eradication

8

III Water Treatment: Slow sand filter, horizontal roughing filter and their combination. Disinfection of rural water sources, Fluoride and its removal. Schemes of Rural water supply: Different Schemes of Rural water supply in Rajasthan, Their Design and project formulation including the programmes and standards laid by Govt. of India and Govt. of Rajasthan.

8

IV Milk and Food sanitation: Essentials of dairy farm and cattle shed sanitation, Tests for milk and dairy products, food epidemics, food poisoning, Botulism. Fly and Mosquito control: Life cycle of flies and mosquitoes, various methods of flies and mosquito control.

7

V Rural Sanitation: Village latrines, VIP latrines, pour flush latrines, materials, construction and cost of the latrines, Pollution aspects and pollution travel from latrines. Storm water and sludge problems. Septic tank, soak pit, small bore sewer system; its design and construction. Animal waste, method of composting, Biogas, collection and disposal of wastes. Community Awareness and user participation: Planning of communication support in rural supply and sanitation projects.

9

CE 417 CONSTRUCTION EQUIPMENT C (L,T,P) 3 (3,0,0)


Hrs. I CONSTRUCTION EQUIPMENT MANAGEMENT

Identification – Planning - Equipment Management in Projects - Maintenance Management – Replacement - Cost Control of Equipment - Depreciation Analysis – Safety Management

7

II EQUIPMENT FOR EARTHWORK Fundamentals of Earth Work Operations - Earth Moving Operations - Types of Earth Work Equipment - Tractors, Motor Graders, Scrapers, Front end Waders, Earth Movers

7

III OTHER CONSTRUCTION EQUIPMENTS Equipment for Dredging, Trenching, Tunneling, Drilling, Blasting - Equipment for Compaction - Erection Equipment - Types of pumps used in Construction - Equipment for Dewatering and Grouting – Foundation and Pile Driving Equipment –Equipment for Demolition

7

IV MATERIALS HANDLING EQUIPMENT Forklifts and related equipment - Portable Material Bins – Conveyors - Hauling Equipment

7

V EQUIPMENT FOR PRODUCTION OF AGGREGATE AND CONCRETING Crushers – Feeders - Screening Equipment - Handling Equipment - Batching and Mixing Equipment - Hauling, Pouring and Pumping Equipment – Transporters

8

CE 418 Statistical Methods and Queuing Theory C (L,T,P) = 4 (3,1,0) UNIT COURSE CONTENTS Total

Contact Hrs.

I ONE DIMENSIONAL RANDOM VARIABLE Random variables - Probability function – moments – moment generating functions and their properties – Binomial, Poisson, Geometric, Uniform, Exponential, Gamma and Normal distributions – Function of a Random Variable.

7

II ESTIMATION THEORY Unbiased Estimators – Method of Moments – Maximum Likelihood Estimation - Curve fitting by Principle of least squares – Regression Lines.

7

III TESTING OF HYPOTHESES Sampling distributions - Type I and Type II errors - Tests based on Normal, t, 2 and F distributions for testing of mean, variance and proportions – Tests for Independence of attributes and Goodness of fit.

7

IV DESIGN OF EXPERIMENTS Analysis of variance – One-way and two-way classifications – Completely randomized design – Randomized block design – Latin square design.

7

V QUEUEING MODELS Poisson Process – Markovian queues – Single and Multi Server Models – Little’s formula Machine

InterferenceModel – Steady State analysis – Self Service queue.

8

CE 420 MODERN CONSTRUCTION MATERIALS C (L,T,P) = 4 (3,1,0) UNIT COURSE CONTENTS Total

Contact Hrs.

I SPECIAL CONCRETES Concretes, Behaviour of concretes - High Strength and High Performance Concrete – Fibre Reinforced Concrete, Self compacting concrete, Alternate Materials to concrete

7

II METALS Steels - New Alloy Steels – Aluminum and its Products –Coatings to reinforcement – Applications.

8

III COMPOSITES Plastics –Reinforced Polymers – FRP – Applications

8

IV OTHER MATERIALS Water Proofing Compounds – Non-weathering Materials – Flooring and Facade Materials

7

V SMART AND INTELLIGENT MATERIALS Smart and Intelligent Materials for intelligent buildings - Special features

7

CE 451 GEOTECHNICAL ENGG. DESIGN AND LABORATORY. I C (L,T,P)= 1 (0,0,2) S.No. List of Experiments Hours

1 Grain size distribution by sieving. 2 Determination of water content by Pycnometer. 3 Determination of specific Gravity by Pycnometer. 4 Determination of liquid limit by Casagrande’s apparatus. 5 Determination of liquid limit by cone penetrometer. 6 Determination of plastic limit 7 Determination of shrinkage limit 8 Determination of field density by core-cutter 9 Determination of field density by sand replacement method 10 Determination of compaction properties by standard Proctor Test Apparatus 11 Determination of C-Ø values by Direct Shear Test Apparatus 12 Determination of unconfined compressive strength by unconfined compression Test .Apparatus

Design as per syllabus of theory.

CE 452 GEOTECHNICAL ENGG. DESIGN AND LABORATORY. – II C (L,T,P)= 1(0,0,2) S.No. List of Experiments Hours

1 To determine the differential free swell index of soil. 2 To determine the compressibility parameters of soil by consolidation test. 3 To determine the swelling pressure of soil. 4 . To determine the shear strength parameters of soil by tri-axial test. 5 To determine the permeability of soil by constant and falling head methods 6 To determine the CBR of soil. 7 To determine the grain size distribution of fine grained soil by Hydrometer. Design as per syllabus of theory.

CE 453 WATER RESOURCES ENGINEERING DESIGN – I C (L,T,P)= 1(0,0,2) S.No. List of Experiments Hours

Design as per syllabus of theory. CE 454 WATER RESOURCES ENGINEERING DESIGN – II C (L,T,P) = 1(0,0,2) S.No. List of Experiments Hours

Design as per syllabus of theory. CE 455 ENVIRONMENTAL ENGINEERING LAB. & DESIGN – II C (L,T,P) = 1 (0,0,2) S.No. List of Experiments Hours

1 To determine the pH of the given sample of sewage. 2 To determine Total Solids of the given sewage sample 3 To determine the Total Dissolved Solids of the given sewage sample. 4 To find out Total Settle-able Solids of the given sewage sample. 5 To determine Total Suspended Solids of the given sewage sample. 6 To find out the Quantity of Dissolved Oxygen present in the given water sample by Winkler’s Method. 7 To determine Biochemical Oxygen Demand exerted by the given wastewater sample 8 To find out Chemical Oxygen Demand of the waste water sample. 9 To study various Sanitary Fittings 10 Design as per syllabus of theory

CE 456 PROFESSIONAL PRACTICES AND ESTIMATING C (L,T,P) = 1 (0,0,2) S.No. List of Experiments Hours

1 Estimates – Methods of building estimates, types; site plan, index plan, layout plan, plinth area, floor area; Technical sanction, Administrative approval; estimate of buildings, roads, earthwork and R.C.C. works.

2 Analysis of rates- for earthwork, concrete work, D.P.C., stone masonry,, plastering, pointing and roadwork

3 Specifications- For different classes of building and Civil Engineering works 4 Types of contracts – Tenders, tender form, submission and opening of tenders, measurement book, muster roll, piecework

agreement and work order.

5 Arbitration 6 Valuation of real estate

CE 458 DESIGN of FOUNDATION C (L,T,P) = 1 (0,0,2) S.No. List of Experiments Hours

1 Design of isolated shallow footings, combined footings, raft foundations. 2 Design of pile foundations. 3 Design of wells and cessions 4 Design of machine foundation. 5 Design of retaining structures etc.

CE 501 Advanced Construction Techniques C (L,T,P) = 3 (3,0,0)


Hrs. I SUB STRUCTURE CONSTRUCTION

Box jacking - pipe jacking - Under water construction of diaphragm walls and basement - Tunneling techniques - piling techniques - driving well and caisson - sinking cofferdam - cable anchoring and grouting - driving diaphragm walls, sheet piles - laying operations for built up offshore system - shoring for deep cutting - large reservoir construction - well points - dewatering and stand by plant equipment for underground open excavation

8

II SUPER STRUCTURE CONSTRUCTION FOR BUILDINGS Vacuum dewatering of concrete flooring – concrete paving technology – techniques of construction for continuous concreting operation in tall buildings of various shapes and varying sections – launching techniques – suspended form work – erection techniques of tall structures, large span structures – launching techniques for heavy decks – insitu prestressing in high rise structures, aerial transporting handling erecting lightweight components on tall structures

8

III CONSTRUCTION OF SPECIAL STRUCTURES Erection of lattice towers and rigging of transmission line structures – construction sequence in cooling towers, silos, chimney, sky scrapers, bow string bridges, cable stayed bridges – launching and pushing of box decks – Advanced construction techniques for offshore structures – construction sequence and methods in domes and prestress domes – support structure for heavy equipment and conveyor and machinery in heavy industries – erection of articulated structures, braced domes and space decks

8

IV REHABILITATION TECHNIQUES Mud jacking grout through slab foundation - micropiling for strengthening floor and shallow profile - pipeline laying - protecting sheet piles, screw anchors - sub grade water proofing, underpinning, crack stabilization techniques

7 V DEMOLITION

Advanced techniques and sequence in demolition and dismantling

7

CE 503 Contract Laws and Regulations C (L,T,P) = 3 (3,0,0)


Hrs. I CONSTRUCTION CONTRACTS

Indian Contracts Act – Elements of Contracts – Types of Contracts – Features – Suitability – Design of Contract Documents – International Contract Document – Standard Contract Document – Law of Torts

II TENDERS Prequalification – Bidding – Accepting – Evaluation of Tender from Technical, Contractual and Commercial Points of View – Contract Formation and Interpretation – Potential Contractual Problems – World Bank Procedures and Guidelines – Tamilnadu Transparency in Tenders Act

III ARBITRATION Comparison of Actions and Laws – Agreements – Subject Matter – Violations – Appointment of Arbitrators – Conditions of Arbitration – Powers and Duties of Arbitrator – Rules of Evidence – Enforcement of Award – Costs

IV LEGAL REQUIREMENTS Insurance and Bonding – Laws Governing Sale, Purchase and Use of Urban and Rural Land – Land Revenue Codes – Tax Laws – Income Tax, Sales Tax, Excise and Custom Duties and their Influence on Construction Costs – Legal Requirements for Planning – Property Law – Agency Law – Local Government Laws for Approval – Statutory Regulations

V LABOUR REGULATIONS Social Security – Welfare Legislation – Laws relating to Wages, Bonus and Industrial Disputes, Labour Administration – Insurance and Safety Regulations – Workmen’s Compensation Act – Indian Factory Act – Tamilnadu Factory Act – Child Labour Act - Other Labour Laws

CE 505 Construction Planning, Scheduling and Control C (L,T,P) = 3 (3,0,0)


Hrs. I CONSTRUCTION PLANNING

Basic Concepts in the Development of Construction Plans - Choice of Technology and Construction Method - Defining Work Tasks - Defining Precedence Relationships among Activities - Estimating Activity Durations - Estimating Resource Requirements for Work Activities - Coding Systems

7

II SCHEDULING PROCEDURES AND TECHNIQUES Construction Schedules - Critical Path Method – Scheduling Calculations - Float - Presenting Project Schedules - Scheduling for Activity-on-Node and with Leads, Lags, and Windows - Scheduling with Resource Constraints and Precedences - Use of Advanced Scheduling Techniques - Scheduling with Uncertain Durations - Calculations for Monte Carlo Schedule Simulation - Crashing and Time/Cost Tradeoffs - Improving the Scheduling Process.

8

III COST CONTROL, MONITORING AND ACCOUNTING The Cost Control Problem - The Project Budget - Forecasting for Activity Cost Control - Financial Accounting Systems and Cost Accounts - Control of Project Cash Flows - Schedule Control - Schedule and Budget Updates - Relating Cost and Schedule Information

7

IV QUALITY CONTROL AND SAFETY DURING CONSTRUCTION Quality and Safety Concerns in Construction - Organizing for Quality and Safety - Work and Material Specifications - Total Quality Control - Quality Control by Statistical Methods - Statistical Quality Control with Sampling by Attributes - Statistical Quality Control with Sampling by Variables - Safety

8 V ORGANIZATION AND USE OF PROJECT INFORMATION

Types of Project Information - Accuracy and Use of Information - Computerized Organization and Use of Information - Organizing Information in Databases - Relational Model of Databases - Other Conceptual Models of Databases - Centralized Database Management Systems - Databases and Applications Programs - Information Transfer and Flow

8

CE 507 Computer Applications in Construction Engineering and Planning C (L,T,P) = 3 (3,0,0)


Hrs. I INTRODUCTION

Introduction to System Hardware – Languages – Feasibility study and analysis – procurement, training, implementation and system management – procedural language - developing application with spread sheet -developing application with files and database software

8

II OPTIMIZATION TECHNIQUES Linear, Dynamic and Integer Programming - Branch and Bound Techniques – Application to Production Scheduling, Equipment Replacement, Material Transportation and Work Assignment Problems – Software applications

7

III INVENTORY MODELS Deterministic and Probabilistic Inventory Models - Software applications

7

IV SCHEDULING APPLICATION PERT and CPM - Advanced planning and scheduling concepts – Computer applications – case study

7 V OTHER PROBLEMS

Estimating – project planning and scheduling- accounting and cost engineering – Enterprises – Introduction to ERP systems - operations simulation

7

CE 509 Construction of pavement C (L,T,P) = 4 (3,1,0)


Hrs. I ROAD MAKING MATERIALS FOR FLEXIBLE AND RIGID PAVEMENTS

Classification, testing and applications of road making aggregates – Road binders – Bitumen - Cement

7 II PROPERTIES OF BITUMINOUS MIXTURES

Resistance of bituminous mixtures to permanent deformation – Flexibility and brittleness – Commo mechanical tests – Permeability characteristics – Weathering of bituminous road surfacing – Adhesion of bituminous binders to road aggregates – Effect of aggregate size in bituminous courses – Temperature susceptibility of bituminous courses – Design of bituminous mixes

8

III PROPERTIES OF PAVEMENT QUALITY CONCRETE MIXURES AND CONSTRUCTION PRACTICE Properties of fresh and hardened concrete – laboratory tests – Design of concrete mixes for Pavement Quality Concrete. Construction of various layers in rigid and flexible pavements – Quality assurance during construction – sampling and analysis

8

IV MACHINERIES Road making machineries – Road formation, bituminous constructions - Road surface evaluation

7 V LATEST ADVANCEMENTS

Methods to improve bitumen quality – Rheological and chemical additives – Polymer modified bitumen – Super pave concepts – Recycling of bituminous courses – Smart materials for cement concrete pavement – Use of admixtures and fibres

7

CE 511 Shoring, Scaffolding and Formwork C (L,T,P) = 3 (3,0,0)


Hrs. I PLANNING AND SITE EQUIPMENT & PLANT FOR FORM WORK

At Tender stage – Development of basic system – Planning for maximum reuse – Economical form construction – Planning examples – Crane size, effective scheduling estimate – Recheck plan details – Detailing the forms.

Overall Planning – detail planning – Standard units – Corner units – Schedule for column formwork – Formwork elements – Planning Crane arrangements – Site layout plan – Transporting plant – Formwork beams – Formwork ties – Wales and ties – scaffold frames from accessories – Vertical transport table form work

7

II FORM MATERIALS Lumber – Types – Finish – Sheathing boards working stresses – Repetitive member stress – Plywood – Types and grades – Textured surfaces and strength – Reconstituted wood – Steel – Aluminum Form lining materials – Hardware and fasteners – Nails in Plywood

Concrete density – Height of discharge – Temperature – Rates of Placing – Consistency of concrete – Live loads and wind pressure – Vibration Hydrostatic pressure and pressure distribution – Examples – Vertical loads - Uplift on shores – Adjustment for non standard conditions

7

III DESIGN OF FORMS AND SHORES Basic simplification – Beam formulas – Allowable stresses – Deflection bending lateral stability – Shear, Bearing – Examples in wall forms – Slab forms – Beam forms – Ties, Anchors and Hangers – Column forms – Examples in each.

Simple wood stresses – Slenderness ratio – Allowable load – Tubular steel shores patented shores – Site Preparation, Size and spacing – Steel Tower Frames – Safety practices – Horizontal shores shoring for multistories – More concentrated shore loads T- heads – Tow Tier wood shores – Ellis shores – Dayton sure grip and Baker Roofs shores – Safeway Symons shores – Beaver – advance shores Dead shore – Raking and Flying shores.

8

IV FORMWORK FOR BUILDINGS Location of job mill – Storage – Equipment – Footings – Wall footings – Column footings Sloped footing forms – Curb and gutter forms – Wall forms –Prefabricated panel systems – Giant forms curved wall forms – Column heads – Beam or girder forms – Beam pockets – Suspended forms – Concrete joint construction – Flying system forms. Causes of failures – Inadequate shoring inadequate bracing of members – improper vibration – Premature stripping – Errors in design – Failure to follow codes – How formwork affects concretes quality – ACI – Case studies – Finish of exposed concrete design deficiencies – Safety factors – Prevention of rotation – Stripping sequence – Advantages of reshoring.

8

V FORMS FOR DOMES AND TUNNELS, SLIP FORMS AND SAFETY PRACTICES FOR SCAFFOLDS Hemispherical, Parabolic, Translational typical barrel vaults, Hyperbolic Folded plates – Shell form design considerations loads – Inserts , Anchors bolts – Building the forms- Placing concrete – Form removed – Strength requirements – Tunnel forming components – Curb forms invert forms – Arch forms – Concrete placement methods – Cut and cover construction – Tolerances – Form construction – Shafts.

Slip Forms - Principles – Types – advantages – Functions of various components – Planning – Desirable characteristics of concrete – Common problems faced – Safety in slip forms special structures built with slip form Technique – Codal provisions - Types of scaffolds – Putlog and independent scaffold – Single pole scaffolds – Fixing ties – Spacing of ties plan – bracing – knots – safety net – General safety requirements – precautions against particular hazards – Truss suspended – Gantry and system scaffolds.

8

CE 555 Advanced Construction Engineering and Computing Techniques Laboratory C (L, T, P) = 1 (0,0,2)

MA - 209 ENGINEERING MATHEMATICS C (L,T,P) = 3 (3,0,0) UNIT COURSE CONTENTS Total

Contact Hrs.

I Fourier Series & Z Transform – Expansion of simple functions in fourier series. Half range series, Change of intervals, Harmonic analysis. Introduction, Properties, Inverse Z Transform.

7

II Laplace Transform - Laplace transform with its simple properties. Unit step function, Dirac delta function their Laplace transforms, Inverse Laplace, transform – convolution theorem, applications to the solution of ordinary and partial differential equations having constant coefficients with special reference to wave and diffusion equations

7

III Fourier Transform - Complex form of Fourier Transform and its inverse, Fourier sine and cosine transform and their inversion. Applications of Fourier Transform to solution of partial differential equations having constant co-efficient with special reference to heat equation and wave equation

8

IV Numerical Analysis: Difference operation Forward backward and central, shift and average operators and relation between them. Newton’s forward and backward differences interpolation formulae. Sterling’s formulae, Lagrange’s interpolation formula. Numerical differentiation and integration. Trapezoidal rule, Simpson's one third and one eighth rule

8

V Numerical integration: Numerical integration of ordinary differential equations of first order, Picards method, Euler's method & Modified Euler's Method, Mille's method and Ranga Kutta fourth order method

8

S.No. List of Experiments Hours

(A) ADVANCED CONSTRUCTION ENGINEERING LABORATORY

1 Flow Characteristics of Self Compacting concrete 2 Effect of minerals and chemical admixtures in concrete at fresh and hardened state with relevance to workability, strength

and durability.

3 NDT on hardened concrete - UPV, Rebound hammer and core test. 4 Permeability tests on hardened concrete 5 Mix design of concrete as per IS, ACI & BS methods for high performance concrete. LIST OF EQUIPMENTS REQUIREMENTS:

1 Concrete making equipments 2 Equipments for self- compacting concrete. 3 Workability and slump equipments for HPC & SCC 4 Equipments for compression testing with very high precision with automated graph 5 NDT equipments - UPV, rebound hammer, core cutting machine (electrically operated) 6 Permeability apparatus 7 Oven (Range 0 to 600 degree C) (B) ADVANCED COMPUTING TECHNIQUES LABORATORY

1 Quantity takeoff, Preparation and delivery of the bid or proposal of an engineering construction project. 2 Design of a simple equipment information system for a construction project. 3 Scheduling of a small construction project using Primavera scheduling systems including reports and tracking. 4 Scheduling of a small construction project using tools like MS project scheduling systems including reports and tracking. Simulation models for project risk analysis LIST OF EQUIPMENTS / SOFTWARES / TOOLS REQUIREMENTS

1 MS OFFICE 2 QE PRO 3 MS OFFICE SUIT 4 PRIMAVERA POWER USER 5 PRIMAVERA CONTRACTOR STANDARD PERT MASTER 6 PRIMAVERA MONTE CARLO SIMULATION 7 PRIMAVERA EXPEDITION